| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
AASHTO classification to evaluate soils for road construction in Jamaica, West Indies. Technical note
|
|
|
1993
|
30 |
6 |
p. 359-
1 p.
|
artikel
|
| 2 |
Abrasivity of Hawkesbury Sandstone (Sydney, Australia) in relation to rock dredging
|
|
|
1993
|
30 |
6 |
p. 370-
1 p.
|
artikel
|
| 3 |
A brief review of Soviet theoretical approaches to dynamic rock failure
|
Mishnaevsky Jr., L.L.
|
|
1993
|
30 |
6 |
p. 663-668
6 p.
|
artikel
|
| 4 |
A compliance technique for the determination of crack lengths in heterogeneous and brittle sandstones
|
Li, G.
|
|
1993
|
30 |
6 |
p. 601-615
15 p.
|
artikel
|
| 5 |
Active and passive earth pressures of reinforced soils
|
|
|
1993
|
30 |
6 |
p. 383-
1 p.
|
artikel
|
| 6 |
Airport pavement design in consideration of differential settlement
|
|
|
1993
|
30 |
6 |
p. 376-
1 p.
|
artikel
|
| 7 |
Algiers subway (In French)
|
|
|
1993
|
30 |
6 |
p. 386-
1 p.
|
artikel
|
| 8 |
936127 Algorithm for transient pressure analysis in arbitrarily shaped reservoirs
|
|
|
1993
|
30 |
6 |
p. 348-349
2 p.
|
artikel
|
| 9 |
Analysis fo tunnel deformation process during construction
|
|
|
1993
|
30 |
6 |
p. 345-
1 p.
|
artikel
|
| 10 |
936137 Analysis of pollutant migraion through soil with linear heriditary time-dependent sorption
|
|
|
1993
|
30 |
6 |
p. 350-
1 p.
|
artikel
|
| 11 |
Analysis of progressive deformation in rock analogoues
|
|
|
1993
|
30 |
6 |
p. 341-
1 p.
|
artikel
|
| 12 |
Analysis of slope failure and remedial design of an earth dam
|
|
|
1993
|
30 |
6 |
p. 379-
1 p.
|
artikel
|
| 13 |
Analysis of the seismic origin of landslides: examples from the New Madrid seismic zone
|
|
|
1993
|
30 |
6 |
p. 384-
1 p.
|
artikel
|
| 14 |
Analysis of two-phase flow of comopressible immiscible fluids through nondeformable porous media using moving finite elements
|
|
|
1993
|
30 |
6 |
p. 351-
1 p.
|
artikel
|
| 15 |
Analytical interpretation of dilatometer penetration through saturated cohesive soils
|
|
|
1993
|
30 |
6 |
p. 363-
1 p.
|
artikel
|
| 16 |
Analytical solutions for transient thermoelastic stress fields around a borehole during fluid injection into permeable media
|
|
|
1993
|
30 |
6 |
p. 386-
1 p.
|
artikel
|
| 17 |
Anisotropic traveltime tomography
|
|
|
1993
|
30 |
6 |
p. 364-
1 p.
|
artikel
|
| 18 |
Applicability of lift-up method of PC pavements to airports on reclaimed ground
|
|
|
1993
|
30 |
6 |
p. 376-
1 p.
|
artikel
|
| 19 |
Application of block theory and the critical key block concept to tunneling: two case histories
|
|
|
1993
|
30 |
6 |
p. 367-
1 p.
|
artikel
|
| 20 |
Application of Kaiser Effect to measure in-situ stresses in underground mines
|
|
|
1993
|
30 |
6 |
p. 360-
1 p.
|
artikel
|
| 21 |
Application of multilayer digital image processing techniques to the description of soil thin sections
|
|
|
1993
|
30 |
6 |
p. 337-338
2 p.
|
artikel
|
| 22 |
Application of seepage flow models to a drainage project in fractured rock
|
|
|
1993
|
30 |
6 |
p. 392-
1 p.
|
artikel
|
| 23 |
Application of the analysis of microsopic features of weak rocks in underground openings
|
|
|
1993
|
30 |
6 |
p. 355-
1 p.
|
artikel
|
| 24 |
Aspect ratio correction factors for soilcrete blocks
|
|
|
1993
|
30 |
6 |
p. 342-
1 p.
|
artikel
|
| 25 |
Assessment of long-term withdrawal rate for a coastal aquifer
|
|
|
1993
|
30 |
6 |
p. 336-
1 p.
|
artikel
|
| 26 |
Auger penetrometer development for the compaction control of sand
|
|
|
1993
|
30 |
6 |
p. 363-
1 p.
|
artikel
|
| 27 |
Automation of hard rock drilling machines
|
|
|
1993
|
30 |
6 |
p. 369-
1 p.
|
artikel
|
| 28 |
Axial response of tapered piles in cohesive frictional ground
|
|
|
1993
|
30 |
6 |
p. 378-
1 p.
|
artikel
|
| 29 |
Back analysis of measured displacements in cut slopes
|
|
|
1993
|
30 |
6 |
p. 360-361
2 p.
|
artikel
|
| 30 |
Bearing capacity failure of tied-back walls - a complex case of soil-wall interaction
|
|
|
1993
|
30 |
6 |
p. 382-
1 p.
|
artikel
|
| 31 |
Bearing-capacity of a strip foundation on geogrid-reinforced sand
|
|
|
1993
|
30 |
6 |
p. 377-
1 p.
|
artikel
|
| 32 |
Bearing capacity of reinforced soil beds
|
|
|
1993
|
30 |
6 |
p. 373-
1 p.
|
artikel
|
| 33 |
Behavior of soft-landing marine structure in earthquakes
|
|
|
1993
|
30 |
6 |
p. 380-
1 p.
|
artikel
|
| 34 |
Behaviour of instrumented test piles under horizontal loadins (In French)
|
|
|
1993
|
30 |
6 |
p. 377-
1 p.
|
artikel
|
| 35 |
Behaviour of rough bolted joints in direct shear tests
|
|
|
1993
|
30 |
6 |
p. 342-
1 p.
|
artikel
|
| 36 |
Behaviour of stone column foundation
|
|
|
1993
|
30 |
6 |
p. 375-
1 p.
|
artikel
|
| 37 |
Bellechester Minnesota lagoon collapse
|
|
|
1993
|
30 |
6 |
p. 334-335
2 p.
|
artikel
|
| 38 |
Bois des Chenes tunnel - design, construction and geotechnical monitoring (In French)
|
|
|
1993
|
30 |
6 |
p. 366-
1 p.
|
artikel
|
| 39 |
Bond characteristics of steel materials and soil cement
|
|
|
1993
|
30 |
6 |
p. 373-
1 p.
|
artikel
|
| 40 |
Borehole techniques identifying subsurface chimney heights in loose ground—some experiences above underground nuclear explosions
|
Carroll, R.D.
|
|
1993
|
30 |
6 |
p. 575-590
16 p.
|
artikel
|
| 41 |
Boundary integral solutions to the unsaturated moisture flow equation
|
|
|
1993
|
30 |
6 |
p. 353-
1 p.
|
artikel
|
| 42 |
Cable bolting for underground and surface excavations
|
|
|
1993
|
30 |
6 |
p. 371-
1 p.
|
artikel
|
| 43 |
Cable bolt performance during mining induced stress change - three case examples
|
|
|
1993
|
30 |
6 |
p. 371-
1 p.
|
artikel
|
| 44 |
Cable bolt-replacement of a post pillar at Detour Lake Mine
|
|
|
1993
|
30 |
6 |
p. 372-
1 p.
|
artikel
|
| 45 |
936136 Calculation of kinetic rate constants from steady-state soil profile concentration measurements
|
|
|
1993
|
30 |
6 |
p. 350-
1 p.
|
artikel
|
| 46 |
936142 Capillary water imigration in rock; process and material properties examined by NMR imaging
|
|
|
1993
|
30 |
6 |
p. 350-
1 p.
|
artikel
|
| 47 |
Case study on the determination of input data for numerical modelling at the Kristineberg mine
|
|
|
1993
|
30 |
6 |
p. 390-
1 p.
|
artikel
|
| 48 |
Change in pore size distribution of peat in shear processes
|
|
|
1993
|
30 |
6 |
p. 338-
1 p.
|
artikel
|
| 49 |
Characterisation of non-spherical particles from their packing behaviour
|
|
|
1993
|
30 |
6 |
p. 338-
1 p.
|
artikel
|
| 50 |
Characteristics of fault zone No. 9 and engineering measures taken in the Dayaoshan tunnel
|
|
|
1993
|
30 |
6 |
p. 385-386
2 p.
|
artikel
|
| 51 |
Characteristics of nonlinear soil response
|
|
|
1993
|
30 |
6 |
p. 335-
1 p.
|
artikel
|
| 52 |
Characterization of sediments by high-frequency echo-sounding
|
|
|
1993
|
30 |
6 |
p. 361-
1 p.
|
artikel
|
| 53 |
Characterization of weak, stratified and clay-bearing rock massess
|
|
|
1993
|
30 |
6 |
p. 359-
1 p.
|
artikel
|
| 54 |
Combining soil maps with interpolations from point observations to predict quantitative soil properties
|
|
|
1993
|
30 |
6 |
p. 364-
1 p.
|
artikel
|
| 55 |
Compaction damages test method for geogrids and geotextiles
|
|
|
1993
|
30 |
6 |
p. 373-
1 p.
|
artikel
|
| 56 |
Comparative efficiency and ultimate strength of mesh- and fibre-reinforced shotcrete as determined from full-scale bending tests
|
|
|
1993
|
30 |
6 |
p. 372-
1 p.
|
artikel
|
| 57 |
Comparison of discretization methods for modelling near-well phenomena in thermal processes
|
|
|
1993
|
30 |
6 |
p. 367-
1 p.
|
artikel
|
| 58 |
Comparison of rock correction methods for compaction of clavey soils
|
|
|
1993
|
30 |
6 |
p. 375-
1 p.
|
artikel
|
| 59 |
Comparison of shrink-well, indices of some Saskatchewan soils and their relationships to standard soil characteristics
|
|
|
1993
|
30 |
6 |
p. 354-
1 p.
|
artikel
|
| 60 |
Comparison of the effectiveness of traditional and geostatistical methods for the prediction of excavation conditions in the Zeekogat Main Outfall Sewer
|
|
|
1993
|
30 |
6 |
p. 363-
1 p.
|
artikel
|
| 61 |
Comparisons of three methods for assessing sooil hydraulic properties
|
|
|
1993
|
30 |
6 |
p. 351-
1 p.
|
artikel
|
| 62 |
Completion methods in coal-seam reservoirs
|
|
|
1993
|
30 |
6 |
p. 344-
1 p.
|
artikel
|
| 63 |
936116 Composite magnetic anisotropy fabrics: experiments, numerical models, and implications for the quantification of rock fabrics
|
|
|
1993
|
30 |
6 |
p. 347-
1 p.
|
artikel
|
| 64 |
Compressed air conquers running sands
|
|
|
1993
|
30 |
6 |
p. 389-
1 p.
|
artikel
|
| 65 |
936106 Computing thermal diffusivity from soil temperature measurements. Short note
|
|
|
1993
|
30 |
6 |
p. 346-
1 p.
|
artikel
|
| 66 |
Confirmation of rate-dependent behavior in water retention during drainage in nonswelling porous materials
|
|
|
1993
|
30 |
6 |
p. 352-353
2 p.
|
artikel
|
| 67 |
Conical test load measuring compressibility. Technical note
|
|
|
1993
|
30 |
6 |
p. 355-
1 p.
|
artikel
|
| 68 |
936118 Consolidation of a deep homogeneous clay stratum subjected to a surface temperature change
|
|
|
1993
|
30 |
6 |
p. 347-
1 p.
|
artikel
|
| 69 |
Constitutive model for cyclic behavior of clays. II: Applications
|
|
|
1993
|
30 |
6 |
p. 378-
1 p.
|
artikel
|
| 70 |
Constitutive model for cyclic behavior of clays. I: Theory
|
|
|
1993
|
30 |
6 |
p. 368-
1 p.
|
artikel
|
| 71 |
936141 Contaminant advection and spreading in a fractured permeable formation: Part 2. Numerical simulation
|
|
|
1993
|
30 |
6 |
p. 350-
1 p.
|
artikel
|
| 72 |
936140 Contaminant advection and spreading in a fractured permeable formation: Part 1. Parametric evaluation and analytical solution
|
|
|
1993
|
30 |
6 |
p. 350-
1 p.
|
artikel
|
| 73 |
Continuum-damage-mechanics model of hydraulic fracturing
|
|
|
1993
|
30 |
6 |
p. 343-
1 p.
|
artikel
|
| 74 |
Contuinuum analysis of the hydromechanical coupling in fractured rock masses
|
|
|
1993
|
30 |
6 |
p. 353-
1 p.
|
artikel
|
| 75 |
Convergence lines for a highway tunnel
|
|
|
1993
|
30 |
6 |
p. 389-
1 p.
|
artikel
|
| 76 |
Correlation between seismic velocity and induced seismicity in underground mines
|
|
|
1993
|
30 |
6 |
p. 363-
1 p.
|
artikel
|
| 77 |
C programs for controlling pore and bulk volume compressibility experiments
|
|
|
1993
|
30 |
6 |
p. 354-
1 p.
|
artikel
|
| 78 |
Creep response of laterally loaded piles in ice and permafrost
|
|
|
1993
|
30 |
6 |
p. 377-
1 p.
|
artikel
|
| 79 |
Critical review of rock mass classification systems for mine roadway design
|
|
|
1993
|
30 |
6 |
p. 359-
1 p.
|
artikel
|
| 80 |
Cyclic analysis of axially loaded piles in calcareous soils
|
|
|
1993
|
30 |
6 |
p. 377-
1 p.
|
artikel
|
| 81 |
Damage simulation in heterogeneous materials from geodesic propagations
|
|
|
1993
|
30 |
6 |
p. 394-
1 p.
|
artikel
|
| 82 |
Data acquisition and input for numerical analysis
|
|
|
1993
|
30 |
6 |
p. 368-
1 p.
|
artikel
|
| 83 |
Debris flows: some physical characteristics and behaviour
|
|
|
1993
|
30 |
6 |
p. 380-
1 p.
|
artikel
|
| 84 |
Deformation from 1973 to 1987 in the epicentral area of the 1959 Hebgen Lake, Montana, earthquake (
Ms = 7.5
|
|
|
1993
|
30 |
6 |
p. 333-
1 p.
|
artikel
|
| 85 |
Deformation matrix for simulateneous simple shearing, pure shearing and volume change, and its application to transpression-transtension tectonics
|
|
|
1993
|
30 |
6 |
p. 341-
1 p.
|
artikel
|
| 86 |
Deformation of brittle rocks under compression - with particular reference to microcracks
|
|
|
1993
|
30 |
6 |
p. 368-
1 p.
|
artikel
|
| 87 |
Deformation of earth dams due to riseof water level
|
|
|
1993
|
30 |
6 |
p. 355-
1 p.
|
artikel
|
| 88 |
Deformations observed in driving a trial gallery for the Bratislava underground
|
|
|
1993
|
30 |
6 |
p. 389-
1 p.
|
artikel
|
| 89 |
Design and construction of delivery tunnel South, Lesotho highlands water project
|
|
|
1993
|
30 |
6 |
p. 389-
1 p.
|
artikel
|
| 90 |
Design and evaluation of triaxial VLF borehole prospecting system
|
|
|
1993
|
30 |
6 |
p. 363-
1 p.
|
artikel
|
| 91 |
Design method for the evaluation of discharge capacity of prefabricated band-shaped drains
|
|
|
1993
|
30 |
6 |
p. 384-
1 p.
|
artikel
|
| 92 |
Design of shallow embedded tunnel linings
|
|
|
1993
|
30 |
6 |
p. 389-
1 p.
|
artikel
|
| 93 |
Design parameters from theory to practice
|
|
|
1993
|
30 |
6 |
p. 343-
1 p.
|
artikel
|
| 94 |
Detection and characterisation of natural fracture permeability whilst drilling
|
|
|
1993
|
30 |
6 |
p. 353-
1 p.
|
artikel
|
| 95 |
Determination of clay particle thicknesses and morphology using Scanning Force Microscopy
|
|
|
1993
|
30 |
6 |
p. 339-
1 p.
|
artikel
|
| 96 |
Determination of creep properties of frozen soils by means of the borehole stress relaxation test
|
|
|
1993
|
30 |
6 |
p. 344-
1 p.
|
artikel
|
| 97 |
Determination of discontinuity wall strength by Equotip and ball rebound tests. Technical note
|
|
|
1993
|
30 |
6 |
p. 340-
1 p.
|
artikel
|
| 98 |
Determination of the three-dimensional seismic properties of anorthosite: comparison between values calculated from the petrofabric and direct laboratory measurements
|
|
|
1993
|
30 |
6 |
p. 357-
1 p.
|
artikel
|
| 99 |
Determination of waste material properties by field tests
|
|
|
1993
|
30 |
6 |
p. 342-
1 p.
|
artikel
|
| 100 |
Determine weathering rates of sandy mudstone by in situe test
|
|
|
1993
|
30 |
6 |
p. 334-
1 p.
|
artikel
|
| 101 |
Determining aquifer parameters from the impulse response to pumping
|
|
|
1993
|
30 |
6 |
p. 336-
1 p.
|
artikel
|
| 102 |
Development of premixing method against liquefaction
|
|
|
1993
|
30 |
6 |
p. 374-
1 p.
|
artikel
|
| 103 |
Developments in seismic tomography for minesite investigation
|
|
|
1993
|
30 |
6 |
p. 363-
1 p.
|
artikel
|
| 104 |
Dewatering in a collapsible deeply weathered Birimian phyllite for shaft sinking at Ashanti Goldfields Corporation (GH) Limited
|
|
|
1993
|
30 |
6 |
p. 392-
1 p.
|
artikel
|
| 105 |
3-D FE model of shaft-tunnel-tunnel intersection and comparison with a 2-D model
|
|
|
1993
|
30 |
6 |
p. 387-
1 p.
|
artikel
|
| 106 |
Differential settlement of small structures on soft ground
|
|
|
1993
|
30 |
6 |
p. 379-
1 p.
|
artikel
|
| 107 |
Diffraction of SV waves by underground, circular, cylindrical cavities
|
|
|
1993
|
30 |
6 |
p. 393-
1 p.
|
artikel
|
| 108 |
Discharge capacity and vertical drain performance
|
|
|
1993
|
30 |
6 |
p. 384-
1 p.
|
artikel
|
| 109 |
Discrete fracture network modelling of flow and transport within a fracture zone at Stripa
|
|
|
1993
|
30 |
6 |
p. 353-
1 p.
|
artikel
|
| 110 |
936104 Dissolution and oxidation of mudstone under stress
|
|
|
1993
|
30 |
6 |
p. 346-
1 p.
|
artikel
|
| 111 |
3D numerical simulation of hydraulic fracture closure with application to minifracture analysis
|
|
|
1993
|
30 |
6 |
p. 344-
1 p.
|
artikel
|
| 112 |
Dolerite detection breakthrough at Sasol Coal
|
|
|
1993
|
30 |
6 |
p. 363-
1 p.
|
artikel
|
| 113 |
Double-headed equipment for drilling boreholes in caved debris (In German)
|
|
|
1993
|
30 |
6 |
p. 369-
1 p.
|
artikel
|
| 114 |
Double-porosity response of horizontal wells during linear flow periods
|
|
|
1993
|
30 |
6 |
p. 351-
1 p.
|
artikel
|
| 115 |
Drilling of deep large boreholes for ultimate storage of waste materials dangerous to the environment in salt (In German)
|
|
|
1993
|
30 |
6 |
p. 369-
1 p.
|
artikel
|
| 116 |
Dynamic compaction of loose sand deposits
|
|
|
1993
|
30 |
6 |
p. 357-
1 p.
|
artikel
|
| 117 |
Dynamic effects in a saturated layered soil deposit: centrifuge modelling
|
|
|
1993
|
30 |
6 |
p. 357-
1 p.
|
artikel
|
| 118 |
Dynamic poroelasticity: a unified model with the squirt and biot mechanisms
|
|
|
1993
|
30 |
6 |
p. 356-
1 p.
|
artikel
|
| 119 |
Dynamics of fault interaction: parallel strike-slip faults
|
|
|
1993
|
30 |
6 |
p. 335-336
2 p.
|
artikel
|
| 120 |
Earthquake probability in engineering — Part 1: The use and misuse of expert opinion
|
|
|
1993
|
30 |
6 |
p. 335-
1 p.
|
artikel
|
| 121 |
Earthquakes associated with deep well activities — comments and case histories
|
|
|
1993
|
30 |
6 |
p. 393-
1 p.
|
artikel
|
| 122 |
Effect of frictional fill thickness on the shear strength of rock
|
|
|
1993
|
30 |
6 |
p. 339-
1 p.
|
artikel
|
| 123 |
Effect of intensive grinding of the crystal structure of dolomite
|
|
|
1993
|
30 |
6 |
p. 369-
1 p.
|
artikel
|
| 124 |
Effect of particle size on the mechanical behaviour of sandgeotexile composites
|
|
|
1993
|
30 |
6 |
p. 372-373
2 p.
|
artikel
|
| 125 |
936135 Effect of sand lenses on groundwater flow and contaminant migration
|
|
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1993
|
30 |
6 |
p. 349-
1 p.
|
artikel
|
| 126 |
Effect of the adsorption of polymeric additives on the wet grinding of minerals. 2. Dispersion and fine grinding of concentrated solutions
|
|
|
1993
|
30 |
6 |
p. 369-
1 p.
|
artikel
|
| 127 |
936123 Effect of tunnerl excavation on transmissivity distributions and flow in a fracture zone
|
|
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1993
|
30 |
6 |
p. 348-
1 p.
|
artikel
|
| 128 |
Effects of acid leaching on the shear strength of Namurian shale
|
|
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1993
|
30 |
6 |
p. 334-
1 p.
|
artikel
|
| 129 |
Effects of cap thickness and pile inclination on the response of a pile group foundation by a three-dimensional nonlinear finite element analysis
|
|
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1993
|
30 |
6 |
p. 377-
1 p.
|
artikel
|
| 130 |
Effects of dilatancy and particle size observed in model tests on sand
|
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1993
|
30 |
6 |
p. 341-
1 p.
|
artikel
|
| 131 |
Efficiency of vertical drains piercing flat-lying beds at Piedra Del Aguila Dam
|
|
|
1993
|
30 |
6 |
p. 383-
1 p.
|
artikel
|
| 132 |
Efficient mesh generation procedures for finite element analysis of underground structures
|
Grabinsky, M.W.F.
|
|
1993
|
30 |
6 |
p. 591-600
10 p.
|
artikel
|
| 133 |
Elastic analyses on excavation of an intersecting tunnel with emphasis on the presence of geological discontinuities
|
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1993
|
30 |
6 |
p. 387-
1 p.
|
artikel
|
| 134 |
Elastic interface waves along a fracture: theory and experiment
|
|
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1993
|
30 |
6 |
p. 358-
1 p.
|
artikel
|
| 135 |
Elastic stress and strain in jointed rock masses by means of crack tensor analysis
|
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1993
|
30 |
6 |
p. 368-
1 p.
|
artikel
|
| 136 |
Electrical conductivity and temperature in the Canadian Cordilleran crust
|
|
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1993
|
30 |
6 |
p. 333-
1 p.
|
artikel
|
| 137 |
936138 Electrical resistivity measurements to estimate travel times through unsaturated ground water protective layers
|
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1993
|
30 |
6 |
p. 350-
1 p.
|
artikel
|
| 138 |
Electromagnetic induction and seismic refraction surveys to detect bedrock pinnacles
|
|
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1993
|
30 |
6 |
p. 362-
1 p.
|
artikel
|
| 139 |
Elementary geometry of deformation processes
|
|
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1993
|
30 |
6 |
p. 340-341
2 p.
|
artikel
|
| 140 |
Engineering classification of the soil/rock borderline materials between sands and sandstones
|
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1993
|
30 |
6 |
p. 360-
1 p.
|
artikel
|
| 141 |
Engineering geology of the Nuolja railway tunnel, Swedish Lapland
|
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1993
|
30 |
6 |
p. 386-
1 p.
|
artikel
|
| 142 |
Engineering properties of Chongqing Mudstone, China
|
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1993
|
30 |
6 |
p. 360-
1 p.
|
artikel
|
| 143 |
Environmental aspects of reservoir induced seismicity
|
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1993
|
30 |
6 |
p. 335-
1 p.
|
artikel
|
| 144 |
936143 ESEM study of illite/ smectite freshwater sensitivity in sandstone reservoirs
|
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1993
|
30 |
6 |
p. 350-
1 p.
|
artikel
|
| 145 |
Estimate of elastic parameters from AVO effects in the Tau-P domain
|
|
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1993
|
30 |
6 |
p. 361-
1 p.
|
artikel
|
| 146 |
Estimating effects of ground water lowering in Hanoi
|
|
|
1993
|
30 |
6 |
p. 392-393
2 p.
|
artikel
|
| 147 |
Estimating rock strength with the equotip hardness tester
|
Verwaal, W.
|
|
1993
|
30 |
6 |
p. 659-662
4 p.
|
artikel
|
| 148 |
Estimation of in situ hydraulic conductivity function from nonlinear filtering theory
|
|
|
1993
|
30 |
6 |
p. 352-
1 p.
|
artikel
|
| 149 |
Estimation of ultimate capacity of piles in the Utah region by dynamic methods
|
|
|
1993
|
30 |
6 |
p. 378-
1 p.
|
artikel
|
| 150 |
Evaluation of a constitutive model for overconsolidated clays
|
|
|
1993
|
30 |
6 |
p. 367-
1 p.
|
artikel
|
| 151 |
Evaluation of basic design parameters for a proposed underground cavern in Himalaya: a case study
|
|
|
1993
|
30 |
6 |
p. 390-
1 p.
|
artikel
|
| 152 |
Evaluation of fractured medium and gravitational groundwater flow
|
|
|
1993
|
30 |
6 |
p. 353-
1 p.
|
artikel
|
| 153 |
Evaluation of groundwater flow into mine panels
|
|
|
1993
|
30 |
6 |
p. 392-
1 p.
|
artikel
|
| 154 |
Evaluation of in-palace wetting using soil suction measurements
|
|
|
1993
|
30 |
6 |
p. 355-
1 p.
|
artikel
|
| 155 |
Evaluation of interfacial frictional resistance
|
|
|
1993
|
30 |
6 |
p. 345-
1 p.
|
artikel
|
| 156 |
Evaluation of pavements in portyards using the falling weight deflectometer
|
|
|
1993
|
30 |
6 |
p. 376-
1 p.
|
artikel
|
| 157 |
Evolution of the thick grout cable bolting system at Inco's sudbury area operations
|
|
|
1993
|
30 |
6 |
p. 371-
1 p.
|
artikel
|
| 158 |
936129 Examination of the Guelph permeameter for measuring the soil's hydraulic properties
|
|
|
1993
|
30 |
6 |
p. 349-
1 p.
|
artikel
|
| 159 |
Exploring the ultrasonic comminution of copper ores
|
|
|
1993
|
30 |
6 |
p. 368-
1 p.
|
artikel
|
| 160 |
Face stabilisation with polyurethane (In German)
|
|
|
1993
|
30 |
6 |
p. 370-
1 p.
|
artikel
|
| 161 |
936112 Factors influencing the transport and fate of contaminants in the subsurface
|
|
|
1993
|
30 |
6 |
p. 347-
1 p.
|
artikel
|
| 162 |
Feasibility study of modal analusis in geotechnical engineering field phase
|
|
|
1993
|
30 |
6 |
p. 358-
1 p.
|
artikel
|
| 163 |
Features of in-situ stresses in coal layers with hard roofs
|
|
|
1993
|
30 |
6 |
p. 387-
1 p.
|
artikel
|
| 164 |
Fiberglass cable bolts - an alternative
|
|
|
1993
|
30 |
6 |
p. 371-
1 p.
|
artikel
|
| 165 |
Fibreglass root bolting cable for mining operations (In French)
|
|
|
1993
|
30 |
6 |
p. 370-
1 p.
|
artikel
|
| 166 |
Fibre optics - a new method for monitoring stress changes
|
|
|
1993
|
30 |
6 |
p. 360-
1 p.
|
artikel
|
| 167 |
Field experiments in a fractured clay till, 1. Hydraulic conductivity and fracture aperture
|
|
|
1993
|
30 |
6 |
p. 352-
1 p.
|
artikel
|
| 168 |
Field measurement and back analysis of deformation of 15m span test tunnel in Xialangdi reservoir
|
|
|
1993
|
30 |
6 |
p. 387-
1 p.
|
artikel
|
| 169 |
Field measurements and analysis of a large-diameter flexible culvert
|
|
|
1993
|
30 |
6 |
p. 380-
1 p.
|
artikel
|
| 170 |
Field measurements contribution to development of Ein Furtaga as water resources, southern Sinai, Egypt
|
|
|
1993
|
30 |
6 |
p. 362-
1 p.
|
artikel
|
| 171 |
Field measurements in a multiple heater test to study the thermal and thermomechanical response of rock salt
|
|
|
1993
|
30 |
6 |
p. 366-
1 p.
|
artikel
|
| 172 |
Field measurements in oil and gas storage caverns at Neste Oy Porvoo works
|
|
|
1993
|
30 |
6 |
p. 391-
1 p.
|
artikel
|
| 173 |
Field pile load tests in saline permafornst. I. Test procedures and results
|
|
|
1993
|
30 |
6 |
p. 376-377
2 p.
|
artikel
|
| 174 |
Field pile load tests in saline permafrost. II. Analysis of results
|
|
|
1993
|
30 |
6 |
p. 377-
1 p.
|
artikel
|
| 175 |
Field quality control on earthdam: statistical graphics for gauging. Technical note
|
|
|
1993
|
30 |
6 |
p. 365-
1 p.
|
artikel
|
| 176 |
Field-tracer test for estimating dispersion coefficients in saturated, fractured media
|
|
|
1993
|
30 |
6 |
p. 336-
1 p.
|
artikel
|
| 177 |
Finite element analysis impact behavior of sand
|
|
|
1993
|
30 |
6 |
p. 357-
1 p.
|
artikel
|
| 178 |
Flow variations in power-law multilayers: implications for competence constrasts in rocks
|
|
|
1993
|
30 |
6 |
p. 345-
1 p.
|
artikel
|
| 179 |
Foundation methods in densely populated areas
|
|
|
1993
|
30 |
6 |
p. 379-
1 p.
|
artikel
|
| 180 |
936103 Fractal dimension and fracture of brittle rocks. Technical note
|
|
|
1993
|
30 |
6 |
p. 345-
1 p.
|
artikel
|
| 181 |
Fractal menger sponge and sierpinski carpet as models for reservoir rock/pore systems: II. Image analysis of natural fractal reservoir rocks
|
|
|
1993
|
30 |
6 |
p. 338-
1 p.
|
artikel
|
| 182 |
Fractal menger sponge and Sierpinski Carpet as models for reservoir rock/pore systems: III. Stochastic simulation of natural fractal processes
|
|
|
1993
|
30 |
6 |
p. 338-
1 p.
|
artikel
|
| 183 |
Fracture flow systems and structural geology
|
|
|
1993
|
30 |
6 |
p. 354-
1 p.
|
artikel
|
| 184 |
Fracture mechanics analysis of the North West Fault Block of Prudhoe Bay Field
|
|
|
1993
|
30 |
6 |
p. 360-
1 p.
|
artikel
|
| 185 |
Fracture trace analysis with a Geographic Information System ‘GIS’
|
|
|
1993
|
30 |
6 |
p. 360-
1 p.
|
artikel
|
| 186 |
FS=1.5: is it appropriate for embankment design?
|
|
|
1993
|
30 |
6 |
p. 380-
1 p.
|
artikel
|
| 187 |
Fundamental issues in finite element analyses of localization of deformation
|
|
|
1993
|
30 |
6 |
p. 367-
1 p.
|
artikel
|
| 188 |
General constitutive equation for transient and stationary creep of rock salt
|
|
|
1993
|
30 |
6 |
p. 344-
1 p.
|
artikel
|
| 189 |
Geo-anchors
|
|
|
1993
|
30 |
6 |
p. 381-
1 p.
|
artikel
|
| 190 |
Geochemical classification of mine drainages and natural drainages in mineralized areas
|
|
|
1993
|
30 |
6 |
p. 337-
1 p.
|
artikel
|
| 191 |
936119 Geochemical modelling of water-rock interaction: past, present, future
|
|
|
1993
|
30 |
6 |
p. 347-348
2 p.
|
artikel
|
| 192 |
Geoelectrical methods applied to structures of arbitrary shapes
|
|
|
1993
|
30 |
6 |
p. 361-
1 p.
|
artikel
|
| 193 |
Geological and geochemical controls on the composition of mine drainages and natural drainages in mineralized areas
|
|
|
1993
|
30 |
6 |
p. 337-
1 p.
|
artikel
|
| 194 |
Geological and geochemical controls on the composition of wastes into a Permian aquifer/aquitard system in Texas, USA
|
|
|
1993
|
30 |
6 |
p. 337-
1 p.
|
artikel
|
| 195 |
Geologic setting and dynamics of a rockslide along NM 68, Rio Grande Gorge, Northern New Mexico
|
|
|
1993
|
30 |
6 |
p. 380-
1 p.
|
artikel
|
| 196 |
Geology of Las Vegas, Nevada, United States of America
|
|
|
1993
|
30 |
6 |
p. 333-
1 p.
|
artikel
|
| 197 |
Geometrical classification of folds and distribution of fold types in natural rocks
|
|
|
1993
|
30 |
6 |
p. 333-
1 p.
|
artikel
|
| 198 |
Geometry of echelon fractures in rock: implications from laboratory and numerical experiments
|
|
|
1993
|
30 |
6 |
p. 344-
1 p.
|
artikel
|
| 199 |
Geostatistical modeling of gridblock permeabilities for 3D reservior simulators
|
|
|
1993
|
30 |
6 |
p. 351-
1 p.
|
artikel
|
| 200 |
Geotechnical aspects of recovery processes in oil sands
|
|
|
1993
|
30 |
6 |
p. 343-
1 p.
|
artikel
|
| 201 |
Geotechnical design of a stabilized uranium mill tailings pile in Spain (FUA)
|
|
|
1993
|
30 |
6 |
p. 381-
1 p.
|
artikel
|
| 202 |
Geotechnical measurements during excavation of parallel drifts in a planned repository for low-level radioactive waste
|
|
|
1993
|
30 |
6 |
p. 365-
1 p.
|
artikel
|
| 203 |
Geotechnical properties of pulverized fuel ash as a reclamation fill
|
|
|
1993
|
30 |
6 |
p. 342-
1 p.
|
artikel
|
| 204 |
Geotextile drains for rural roads
|
|
|
1993
|
30 |
6 |
p. 376-
1 p.
|
artikel
|
| 205 |
Great man-made river project, Libya, phase I: a case study on the influence of climate and geology on concrete technology
|
|
|
1993
|
30 |
6 |
p. 393-
1 p.
|
artikel
|
| 206 |
Green's functions for a fully coupled thermoporoelastic material
|
|
|
1993
|
30 |
6 |
p. 354-355
2 p.
|
artikel
|
| 207 |
Ground improvement with geogrids
|
|
|
1993
|
30 |
6 |
p. 373-
1 p.
|
artikel
|
| 208 |
Ground supporting mechanism of backfilling
|
|
|
1993
|
30 |
6 |
p. 372-
1 p.
|
artikel
|
| 209 |
Groundwater investigation to determine contaminant movement in the karst aquifers of Lewisberg, Tennessee area
|
|
|
1993
|
30 |
6 |
p. 337-
1 p.
|
artikel
|
| 210 |
Grout evaluation for cable bolt support
|
|
|
1993
|
30 |
6 |
p. 371-
1 p.
|
artikel
|
| 211 |
Grouting design and control using the GIN principle
|
|
|
1993
|
30 |
6 |
p. 372-
1 p.
|
artikel
|
| 212 |
Hand-held velocity probe for rapid outcrop and core characterization
|
|
|
1993
|
30 |
6 |
p. 358-
1 p.
|
artikel
|
| 213 |
936107 HEAT: a Fortran computer program for calculationg 1-D conductive and advective heat transport in geological formations
|
|
|
1993
|
30 |
6 |
p. 346-
1 p.
|
artikel
|
| 214 |
Heat transfer by water flow in rock fractures and the application to hot dry rock geothermal systems
|
Zhao, J.
|
|
1993
|
30 |
6 |
p. 633-641
9 p.
|
artikel
|
| 215 |
High-frequency acoustic emissions in a coal mine
|
|
|
1993
|
30 |
6 |
p. 393-
1 p.
|
artikel
|
| 216 |
High-performance TSD bits improve penetration rate
|
|
|
1993
|
30 |
6 |
p. 369-
1 p.
|
artikel
|
| 217 |
High-tech landfill caps
|
|
|
1993
|
30 |
6 |
p. 383-
1 p.
|
artikel
|
| 218 |
936105 Hydraulic conductivity and diffusion monitoring of the Keele Valley Landfill liner, Maple, Ontario
|
|
|
1993
|
30 |
6 |
p. 346-
1 p.
|
artikel
|
| 219 |
Hydraulic fracturing of soil during laboratory experiments Part 1. Methods and observations
|
|
|
1993
|
30 |
6 |
p. 343-
1 p.
|
artikel
|
| 220 |
Hydraulic fracturing of soil during laboratory experiments. Part 2. Propagation
|
|
|
1993
|
30 |
6 |
p. 343-
1 p.
|
artikel
|
| 221 |
Hydraulic fracturing of soil during laboratory experiments. Part 3. Theoretical analysis
|
|
|
1993
|
30 |
6 |
p. 343-
1 p.
|
artikel
|
| 222 |
Hydrothermal precursors to large earthquakes
|
|
|
1993
|
30 |
6 |
p. 336-
1 p.
|
artikel
|
| 223 |
936101 Hyperbolic expression for soil-geosynthetic or geosynthetic-geosynthetic interface shear strength
|
|
|
1993
|
30 |
6 |
p. 345-
1 p.
|
artikel
|
| 224 |
Identifying dangerous levee locations
|
|
|
1993
|
30 |
6 |
p. 380-
1 p.
|
artikel
|
| 225 |
Immiscible flow behavior in laminated and cross-bedded sandstones
|
|
|
1993
|
30 |
6 |
p. 351-
1 p.
|
artikel
|
| 226 |
Impact behavior of sand
|
|
|
1993
|
30 |
6 |
p. 357-
1 p.
|
artikel
|
| 227 |
Impacts of primary deforestation on limestone slopes in nothern Vancouver Island, British Columbia
|
|
|
1993
|
30 |
6 |
p. 334-
1 p.
|
artikel
|
| 228 |
Importance of geotechnical engineering in coastal development
|
|
|
1993
|
30 |
6 |
p. 380-
1 p.
|
artikel
|
| 229 |
Improved methodology for solution and convection dominated solute transport problems
|
|
|
1993
|
30 |
6 |
p. 354-
1 p.
|
artikel
|
| 230 |
Index properties and physico-mechanical properties of coal and coal measures rocks vis-a-vis fracture toughness
|
|
|
1993
|
30 |
6 |
p. 340-
1 p.
|
artikel
|
| 231 |
Indirect boundary element method applied to simulate the seismic response of alluvial valleys for incident P, S and Rayleigh waves
|
|
|
1993
|
30 |
6 |
p. 335-
1 p.
|
artikel
|
| 232 |
936132 Infiltration in soils with fractal permeability distribution
|
|
|
1993
|
30 |
6 |
p. 349-
1 p.
|
artikel
|
| 233 |
Influence of binder addition on the hydraulic transport of classified-tailings backfill
|
|
|
1993
|
30 |
6 |
p. 372-
1 p.
|
artikel
|
| 234 |
936117 In-situ determination of air permeability and diffusion properties of helium in sedimentary iron ore
|
|
|
1993
|
30 |
6 |
p. 347-
1 p.
|
artikel
|
| 235 |
In-situ stress measurement for design of tunnels
|
|
|
1993
|
30 |
6 |
p. 390-
1 p.
|
artikel
|
| 236 |
Instability of granular soils under strain path testing
|
|
|
1993
|
30 |
6 |
p. 340-
1 p.
|
artikel
|
| 237 |
Instrumentation of injected rock anchors with vibrating wire strain gauges
|
|
|
1993
|
30 |
6 |
p. 366-
1 p.
|
artikel
|
| 238 |
Integral design method at the Bekhme Dam Project
|
|
|
1993
|
30 |
6 |
p. 390-
1 p.
|
artikel
|
| 239 |
Integrating seismic, resistivity, and ground penetrating radar to delineate the water table and groundwater contamination
|
|
|
1993
|
30 |
6 |
p. 362-
1 p.
|
artikel
|
| 240 |
Interaction between cohesive-frictional soil and various grid reiforcements
|
|
|
1993
|
30 |
6 |
p. 373-
1 p.
|
artikel
|
| 241 |
Interaction of axial and lateral pile respose. Technical note
|
|
|
1993
|
30 |
6 |
p. 378-
1 p.
|
artikel
|
| 242 |
Interaction of the San Andreas fault creeping segment with adjacent great rupture zones and earthquake recurrence at Parkfield
|
|
|
1993
|
30 |
6 |
p. 355-
1 p.
|
artikel
|
| 243 |
Interactive use of field measurements and FEM for solving an open-pit mine stability problem
|
|
|
1993
|
30 |
6 |
p. 392-
1 p.
|
artikel
|
| 244 |
Interpretation and synthesis of discrete fracture orientation, size, shape, spatial structure and hydrologic data by forward modelling
|
|
|
1993
|
30 |
6 |
p. 365-
1 p.
|
artikel
|
| 245 |
Interpretation of capillary pressure curves using invasion percolation theory
|
|
|
1993
|
30 |
6 |
p. 338-
1 p.
|
artikel
|
| 246 |
Interpretation of hydraulic fracturing breakdown pressure
|
Guo, F.
|
|
1993
|
30 |
6 |
p. 617-626
10 p.
|
artikel
|
| 247 |
Interpretation of hydraulic fracturing pressure: A comparison of eight methods used to identify shut-in pressure
|
Guo, F.
|
|
1993
|
30 |
6 |
p. 627-631
5 p.
|
artikel
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| 248 |
Interpretation of indirect tensile strength tests when moduli of deformation in compression and in tension are different. Technical note
|
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1993
|
30 |
6 |
p. 341-
1 p.
|
artikel
|
| 249 |
Interpretation of reservoir rock mechanical properties by direct methods. A study on two oil-bearing limestone units
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1993
|
30 |
6 |
p. 339-
1 p.
|
artikel
|
| 250 |
Interrelationship between in situ strees, natural fractures, and reservior permeability anisotropy, a case study of the Ekofish Field, North Sea
|
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1993
|
30 |
6 |
p. 353-
1 p.
|
artikel
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| 251 |
Investigation of Mackay Dam following the 1983 Borah Peak earthquake
|
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1993
|
30 |
6 |
p. 385-
1 p.
|
artikel
|
| 252 |
Investigations into the effect of stress change on support capacity
|
|
|
1993
|
30 |
6 |
p. 371-
1 p.
|
artikel
|
| 253 |
Jet grouted cut-off is used at Pergau in Malaysia
|
|
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1993
|
30 |
6 |
p. 372-
1 p.
|
artikel
|
| 254 |
Joint geometry modelling in 3D and validations - a case study
|
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1993
|
30 |
6 |
p. 385-
1 p.
|
artikel
|
| 255 |
Kinematic seismic response and bending of free-head piles in layered soil
|
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1993
|
30 |
6 |
p. 384-385
2 p.
|
artikel
|
| 256 |
Knowledge based system wtih uncertainty for the soil
|
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1993
|
30 |
6 |
p. 365-
1 p.
|
artikel
|
| 257 |
Kuji oil storage cavern
|
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1993
|
30 |
6 |
p. 391-
1 p.
|
artikel
|
| 258 |
Laboratory simulation of core damage induced by stress release
|
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1993
|
30 |
6 |
p. 358-
1 p.
|
artikel
|
| 259 |
Laboratory studies of property of the stone masonry in the Old Aswan Dam
|
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1993
|
30 |
6 |
p. 341-
1 p.
|
artikel
|
| 260 |
Landfill restoration project
|
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1993
|
30 |
6 |
p. 375-
1 p.
|
artikel
|
| 261 |
Landfill site monitoring
|
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1993
|
30 |
6 |
p. 365-
1 p.
|
artikel
|
| 262 |
Landslide at bukit batok sports complex
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1993
|
30 |
6 |
p. 382-
1 p.
|
artikel
|
| 263 |
Landslide at the B 421 near Gehlweiler (In German)
|
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1993
|
30 |
6 |
p. 381-
1 p.
|
artikel
|
| 264 |
Landslide hazards in Garhwal Himalayas, Mussoorie Slide - a case study
|
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1993
|
30 |
6 |
p. 381-
1 p.
|
artikel
|
| 265 |
Large-scale two-dimensional block caving model tests
|
|
|
1993
|
30 |
6 |
p. 392-
1 p.
|
artikel
|
| 266 |
Load-strengthening versus load-weakening faulting
|
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1993
|
30 |
6 |
p. 336-
1 p.
|
artikel
|
| 267 |
Location of tensile fracture within rigid-brittle inclusions in a ductile flowing matrix
|
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1993
|
30 |
6 |
p. 344-
1 p.
|
artikel
|
| 268 |
Long-term allowable tensile stresses for polyethylene geomembranes
|
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1993
|
30 |
6 |
p. 393-
1 p.
|
artikel
|
| 269 |
Long water conduit tunnels of small cross section
|
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1993
|
30 |
6 |
p. 389-
1 p.
|
artikel
|
| 270 |
Lotus 1-2-3 diamond drillcore Structural Manipulation spreadsheet: drillcore structural data generation
|
|
|
1993
|
30 |
6 |
p. 364-
1 p.
|
artikel
|
| 271 |
936114 Magnetic hysteresis of limestones: facies control?
|
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1993
|
30 |
6 |
p. 347-
1 p.
|
artikel
|
| 272 |
Magnetic pore fabric analysis: verification through image autocorrelation
|
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1993
|
30 |
6 |
p. 338-
1 p.
|
artikel
|
| 273 |
936111 Magnetic susceptibilioty of the Mont-Luis Andorra ilmenite-type granite (Pyrenees): a new tool for the petrographic characterization and regional mapping of zoned granite plutons
|
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1993
|
30 |
6 |
p. 346-
1 p.
|
artikel
|
| 274 |
Material weathering
|
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1993
|
30 |
6 |
p. 334-
1 p.
|
artikel
|
| 275 |
936102 Measurement of interface friction between in a jute geotextile and a clay slurry
|
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1993
|
30 |
6 |
p. 345-
1 p.
|
artikel
|
| 276 |
Measurement to assess the stability of the Old Locks in Kiel
|
|
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1993
|
30 |
6 |
p. 380-
1 p.
|
artikel
|
| 277 |
Mechanism and application of grouting in soft clay
|
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1993
|
30 |
6 |
p. 375-
1 p.
|
artikel
|
| 278 |
Mechanism and evaluation of deformations of tunnels of squeezing ground
|
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|
1993
|
30 |
6 |
p. 386-
1 p.
|
artikel
|
| 279 |
Metal contamination of stream waters from former mining activity
|
|
|
1993
|
30 |
6 |
p. 336-337
2 p.
|
artikel
|
| 280 |
Methods of geotectonic analysis: the case of the siaix tunnel, Savoy, France (In French)
|
|
|
1993
|
30 |
6 |
p. 386-
1 p.
|
artikel
|
| 281 |
Method to estimate multizone injection profiles during hydraulic fracturing
|
|
|
1993
|
30 |
6 |
p. 344-
1 p.
|
artikel
|
| 282 |
Microgravity method for detection of abandoned mines in New Jersey
|
|
|
1993
|
30 |
6 |
p. 361-
1 p.
|
artikel
|
| 283 |
Microseismic study of Coeur D'Alene mining district, Northern Idaho
|
|
|
1993
|
30 |
6 |
p. 393-
1 p.
|
artikel
|
| 284 |
Microwave oven drying for soil moisture content determination
|
|
|
1993
|
30 |
6 |
p. 339-
1 p.
|
artikel
|
| 285 |
Mining geotechnical investigation in quarry design practice
|
|
|
1993
|
30 |
6 |
p. 359-
1 p.
|
artikel
|
| 286 |
Mixing cell models for nonlinear nonequilebrium single species adsorption and transport
|
|
|
1993
|
30 |
6 |
p. 353-
1 p.
|
artikel
|
| 287 |
936139 Modeling contaminant transport through subsurface systems
|
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1993
|
30 |
6 |
p. 350-
1 p.
|
artikel
|
| 288 |
Modelling guided waves in cross-hole surveys in uncracked and cracked rock
|
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|
1993
|
30 |
6 |
p. 356-
1 p.
|
artikel
|
| 289 |
Model studies on geosynthetic reinforced retaining structures
|
|
|
1993
|
30 |
6 |
p. 383-
1 p.
|
artikel
|
| 290 |
Moisture measurement by neutron moisture cone penetrometer: design and application
|
|
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1993
|
30 |
6 |
p. 363-
1 p.
|
artikel
|
| 291 |
Monitoring of openpit mine face approaching a river
|
|
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1993
|
30 |
6 |
p. 381-
1 p.
|
artikel
|
| 292 |
Multiphase hydrodynamic analysis of pneumatic transportation of drill cuttings in air drilling
|
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|
1993
|
30 |
6 |
p. 369-
1 p.
|
artikel
|
| 293 |
Municipal solid-waste incinerator fly ash for geotechnical applications
|
|
|
1993
|
30 |
6 |
p. 340-
1 p.
|
artikel
|
| 294 |
Murangala landslide, Kenya
|
|
|
1993
|
30 |
6 |
p. 381-
1 p.
|
artikel
|
| 295 |
Mutli block stability analysis using the DDA method
|
|
|
1993
|
30 |
6 |
p. 367-
1 p.
|
artikel
|
| 296 |
MWD tools open window at bit
|
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1993
|
30 |
6 |
p. 365-
1 p.
|
artikel
|
| 297 |
Network model evaluation of permeability and spatial correlation in a real random sphere packing
|
|
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1993
|
30 |
6 |
p. 352-
1 p.
|
artikel
|
| 298 |
New calculation methods for lined tunnels including the effect of the front face (In French)
|
|
|
1993
|
30 |
6 |
p. 389-
1 p.
|
artikel
|
| 299 |
New instrument for measuring contact pressure (In French)
|
|
|
1993
|
30 |
6 |
p. 339-
1 p.
|
artikel
|
| 300 |
New instrument for the measurement of soil moisture suction. Technical note
|
|
|
1993
|
30 |
6 |
p. 365-
1 p.
|
artikel
|
| 301 |
New simulator for the calculation of in situ temperature profile during well stimulation fracturing treatments
|
|
|
1993
|
30 |
6 |
p. 343-
1 p.
|
artikel
|
| 302 |
Nondestructive measurement of fracture aperture in crystalline rocke cores using X ray computed tomography
|
|
|
1993
|
30 |
6 |
p. 338-
1 p.
|
artikel
|
| 303 |
Nonlinear response of vertically oscillating rigid foundations
|
|
|
1993
|
30 |
6 |
p. 385-
1 p.
|
artikel
|
| 304 |
Non-linear viscoplastic creep of rock surrounding an underground excavation
|
Song, D.
|
|
1993
|
30 |
6 |
p. 653-658
6 p.
|
artikel
|
| 305 |
Note on reservior for heteregeneous porous media
|
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|
1993
|
30 |
6 |
p. 352-
1 p.
|
artikel
|
| 306 |
Note on seepage from retaining wall weepholes
|
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1993
|
30 |
6 |
p. 382-383
2 p.
|
artikel
|
| 307 |
Note on the origin of wet seams in embankment dams
|
|
|
1993
|
30 |
6 |
p. 379-
1 p.
|
artikel
|
| 308 |
Numerical method for modelling large displacements of jointed rocks. I. Fundamentals
|
|
|
1993
|
30 |
6 |
p. 366-
1 p.
|
artikel
|
| 309 |
Numerical method for modelling large displacements of jointed rocks. II. Modelling of rock bolts and groundwater and applications
|
|
|
1993
|
30 |
6 |
p. 366-
1 p.
|
artikel
|
| 310 |
Numerical modelling of disturbed zone phenomena at Stripa
|
|
|
1993
|
30 |
6 |
p. 387-
1 p.
|
artikel
|
| 311 |
Numerical simulation of failure processes in brittle rock
|
|
|
1993
|
30 |
6 |
p. 388-
1 p.
|
artikel
|
| 312 |
Numerical stability calculations for planned parallel drifts in an iron-ore mine taking discrete fractures into consideration
|
|
|
1993
|
30 |
6 |
p. 391-
1 p.
|
artikel
|
| 313 |
Observations on the measurement of tensile strength using the hoop test. Technical note
|
|
|
1993
|
30 |
6 |
p. 340-
1 p.
|
artikel
|
| 314 |
Percolation in layered media — a conductivity approach
|
|
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1993
|
30 |
6 |
p. 339-
1 p.
|
artikel
|
| 315 |
Performance of an embankment dam with partial cutoff
|
|
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1993
|
30 |
6 |
p. 384-
1 p.
|
artikel
|
| 316 |
Performance of an RSE, wall with concrete facing panels
|
|
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1993
|
30 |
6 |
p. 383-
1 p.
|
artikel
|
| 317 |
Permanent displacement of liquified ground
|
|
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1993
|
30 |
6 |
p. 358-
1 p.
|
artikel
|
| 318 |
Permeable rock model using an array of pores
|
|
|
1993
|
30 |
6 |
p. 351-
1 p.
|
artikel
|
| 319 |
Physical and mathematical modelling of a jointed rock mass for the study of block topping
|
|
|
1993
|
30 |
6 |
p. 367-
1 p.
|
artikel
|
| 320 |
Physical and mechanical properties of normal Portland cement pertaining to fully grouted cable bolts
|
|
|
1993
|
30 |
6 |
p. 372-
1 p.
|
artikel
|
| 321 |
Physical and numerical modelling of underground excavations in dilational rock masses
|
|
|
1993
|
30 |
6 |
p. 388-
1 p.
|
artikel
|
| 322 |
Physical model study for scattering of waves by aligned cracks: comparison between experiment and theory
|
|
|
1993
|
30 |
6 |
p. 356-
1 p.
|
artikel
|
| 323 |
936115 Physico-chemical effect on compressibility of tropical soils. Technical note
|
|
|
1993
|
30 |
6 |
p. 347-
1 p.
|
artikel
|
| 324 |
Pollution of limestone aquifer due to urban waste disposal around Raipur, Madhya Pradesh, India
|
|
|
1993
|
30 |
6 |
p. 337-
1 p.
|
artikel
|
| 325 |
Porosity and pore structure from acoustic well logging data
|
|
|
1993
|
30 |
6 |
p. 338-
1 p.
|
artikel
|
| 326 |
Positioning of charges and quality of the blasted debris (In French)
|
|
|
1993
|
30 |
6 |
p. 369-
1 p.
|
artikel
|
| 327 |
Post-eartquake slope stability of two dams with liquified gravel foundations
|
|
|
1993
|
30 |
6 |
p. 358-
1 p.
|
artikel
|
| 328 |
Practical improvements to installation of cable bolts: progress at Campbell Mine
|
|
|
1993
|
30 |
6 |
p. 371-
1 p.
|
artikel
|
| 329 |
Predicting performance of the 62m span ice hockey cavern in Gjorvik, Norway
|
|
|
1993
|
30 |
6 |
p. 388-
1 p.
|
artikel
|
| 330 |
Prediction of clay behaviour in undrained and partially drained cyclic triaxial tests
|
|
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1993
|
30 |
6 |
p. 341-
1 p.
|
artikel
|
| 331 |
Prediction of plastic localization using MRS-Lade model
|
|
|
1993
|
30 |
6 |
p. 367-
1 p.
|
artikel
|
| 332 |
Pressure reducing pneusol: researches and applications
|
|
|
1993
|
30 |
6 |
p. 383-
1 p.
|
artikel
|
| 333 |
Principles of engineering design for rock mechanics
|
|
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1993
|
30 |
6 |
p. 368-
1 p.
|
artikel
|
| 334 |
Probability-based prediction of differential settlements on reclaimed land
|
|
|
1993
|
30 |
6 |
p. 379-
1 p.
|
artikel
|
| 335 |
Procedure for partitioning bulk sediments into distinct grain-size fractions for geochemical analysis
|
|
|
1993
|
30 |
6 |
p. 337-
1 p.
|
artikel
|
| 336 |
936120 Propagation of hyperalkaline cement pore waters into the geologic barrier surrounding a radioactive waste repository
|
|
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1993
|
30 |
6 |
p. 348-
1 p.
|
artikel
|
| 337 |
P wave tomographic imaging of the crust and upper mantle beneath the Japan Islands
|
|
|
1993
|
30 |
6 |
p. 333-
1 p.
|
artikel
|
| 338 |
P-wave velocity back calculation with automatically determined seismic event data
|
|
|
1993
|
30 |
6 |
p. 365-
1 p.
|
artikel
|
| 339 |
Quality control in the construction of the subbase level for baseball grounds
|
|
|
1993
|
30 |
6 |
p. 374-375
2 p.
|
artikel
|
| 340 |
Quantitative determination of uncertainties in seismic refraction prospecting
|
|
|
1993
|
30 |
6 |
p. 361-
1 p.
|
artikel
|
| 341 |
Quantitative evaluation of support measures in underground openings based on back analysis of field measurements
|
|
|
1993
|
30 |
6 |
p. 387-
1 p.
|
artikel
|
| 342 |
Quasi-preconsolidation effects developed in normally consolidated clays. Technical note
|
|
|
1993
|
30 |
6 |
p. 355-
1 p.
|
artikel
|
| 343 |
Rapid, high-accuracy electromagnetic soundings using a novel four-axis coil to measure magnetic field ellipticity
|
|
|
1993
|
30 |
6 |
p. 362-
1 p.
|
artikel
|
| 344 |
Rapid method for estimating the unsaturated hydraulic conductivity from infiltration measurements
|
|
|
1993
|
30 |
6 |
p. 351-
1 p.
|
artikel
|
| 345 |
936121 Reaction of cement pore fluids with rock: implications for the migration of radionuclides
|
|
|
1993
|
30 |
6 |
p. 348-
1 p.
|
artikel
|
| 346 |
Real-time SEM observations of the microfracturing process in rock during a compression test
|
Zhao, Y.
|
|
1993
|
30 |
6 |
p. 643-652
10 p.
|
artikel
|
| 347 |
Recent developments in rockburst and mine seismicity research
|
|
|
1993
|
30 |
6 |
p. 393-
1 p.
|
artikel
|
| 348 |
936130 Recharge of a backfilled excavation: an examination of field behaviour. Technical note
|
|
|
1993
|
30 |
6 |
p. 349-
1 p.
|
artikel
|
| 349 |
Reconnaissance profiles with WLP in complex geological regions
|
|
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1993
|
30 |
6 |
p. 362-
1 p.
|
artikel
|
| 350 |
936124 Reexamination of the permeability index of clays. Note
|
|
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1993
|
30 |
6 |
p. 348-
1 p.
|
artikel
|
| 351 |
Reflectivity method as a tool for evaluating the seismic response of layered structures
|
|
|
1993
|
30 |
6 |
p. 364-
1 p.
|
artikel
|
| 352 |
Reliability and probability in stability analysis
|
|
|
1993
|
30 |
6 |
p. 382-
1 p.
|
artikel
|
| 353 |
Research and application of steep liners for quarry landfills (In German)
|
|
|
1993
|
30 |
6 |
p. 383-384
2 p.
|
artikel
|
| 354 |
Research on the optimum secondary additives to granulated slag-stabilized soils
|
|
|
1993
|
30 |
6 |
p. 374-
1 p.
|
artikel
|
| 355 |
Research on zoning of engineering stability of rock masses
|
|
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1993
|
30 |
6 |
p. 359-
1 p.
|
artikel
|
| 356 |
Reserve estimation using neural network techniques
|
|
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1993
|
30 |
6 |
p. 364-
1 p.
|
artikel
|
| 357 |
Reservoir formation characterization from hydraulic fracturing records
|
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1993
|
30 |
6 |
p. 344-
1 p.
|
artikel
|
| 358 |
936126 Reservoir simulation integrated with geomechanics
|
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1993
|
30 |
6 |
p. 348-
1 p.
|
artikel
|
| 359 |
Resevior geometry and internal permeability distribution in fluvial, tight, gas sandstones, Travis Peak Formation, Texas
|
|
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1993
|
30 |
6 |
p. 351-
1 p.
|
artikel
|
| 360 |
Residual settlemnet of runaway on preloade embankment of cohesive soil
|
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1993
|
30 |
6 |
p. 356-
1 p.
|
artikel
|
| 361 |
Rockbolting in the rock-support interaction analysis
|
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1993
|
30 |
6 |
p. 370-
1 p.
|
artikel
|
| 362 |
Rockburst mechanisms in tunnels and shafts
|
|
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1993
|
30 |
6 |
p. 393-
1 p.
|
artikel
|
| 363 |
Rock classification and primary support of a tunnel
|
|
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1993
|
30 |
6 |
p. 359-
1 p.
|
artikel
|
| 364 |
Rock cuttability/boreability assessment at the CSIR
|
|
|
1993
|
30 |
6 |
p. 370-
1 p.
|
artikel
|
| 365 |
Rockmass characterization for estimation of support load in underground galleries and for prediction of surface subsidence in Indian coalfields
|
|
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1993
|
30 |
6 |
p. 359-
1 p.
|
artikel
|
| 366 |
Rock mechanics considerations in designing a nuclear waste repository in hard rock
|
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1993
|
30 |
6 |
p. 391-
1 p.
|
artikel
|
| 367 |
Rock mechanics in civil engineeriong design
|
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1993
|
30 |
6 |
p. 368-
1 p.
|
artikel
|
| 368 |
Room and pillar strata behaviour under various geological conditions
|
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1993
|
30 |
6 |
p. 391-
1 p.
|
artikel
|
| 369 |
Ruhr tunnel with suspension shield in hard rock (In German)
|
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1993
|
30 |
6 |
p. 388-389
2 p.
|
artikel
|
| 370 |
Safer waste depost – state of technology in the Federal Republic of Germany
|
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1993
|
30 |
6 |
p. 394-
1 p.
|
artikel
|
| 371 |
Salt weathering simulation using a single-immersion technique. Short communication
|
|
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1993
|
30 |
6 |
p. 334-
1 p.
|
artikel
|
| 372 |
Seepage and soil-structure interaction effects in braced excavations
|
|
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1993
|
30 |
6 |
p. 382-
1 p.
|
artikel
|
| 373 |
Seismic analysis of embankment dams
|
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1993
|
30 |
6 |
p. 358-
1 p.
|
artikel
|
| 374 |
Seismic bearing capacity and settlements of foundations
|
|
|
1993
|
30 |
6 |
p. 385-
1 p.
|
artikel
|
| 375 |
Seismic behavior of fractures under normal compression
|
|
|
1993
|
30 |
6 |
p. 358-
1 p.
|
artikel
|
| 376 |
Seismic diffraction tomography of array data
|
|
|
1993
|
30 |
6 |
p. 364-
1 p.
|
artikel
|
| 377 |
Seismic response of landfill slopes
|
|
|
1993
|
30 |
6 |
p. 385-
1 p.
|
artikel
|
| 378 |
Seismic velocities in complex media
|
|
|
1993
|
30 |
6 |
p. 361-
1 p.
|
artikel
|
| 379 |
Seismic waves in random media
|
|
|
1993
|
30 |
6 |
p. 356-
1 p.
|
artikel
|
| 380 |
Selecting proper sites for the automatic monitoring of geochemical premonitory events of earthquakes: case histories from Italy
|
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1993
|
30 |
6 |
p. 336-
1 p.
|
artikel
|
| 381 |
Self-similar heterogeneity in granular porous media at the representative elementary volume scale
|
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1993
|
30 |
6 |
p. 339-
1 p.
|
artikel
|
| 382 |
Sequential migration-aided reflection tomography: an approach to imaging complex structures
|
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1993
|
30 |
6 |
p. 364-
1 p.
|
artikel
|
| 383 |
Settlement analysis of layered soil systems by stiffness method. Technical note
|
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|
1993
|
30 |
6 |
p. 378-
1 p.
|
artikel
|
| 384 |
Settlement of circular and ring plates in very dense calcareous sands
|
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|
1993
|
30 |
6 |
p. 377-378
2 p.
|
artikel
|
| 385 |
Shaft damages due to mining
|
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|
1993
|
30 |
6 |
p. 390-
1 p.
|
artikel
|
| 386 |
Shakedown in layered pavements under moving surface loads
|
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|
1993
|
30 |
6 |
p. 375-376
2 p.
|
artikel
|
| 387 |
936122 Shear-dependent fracture-zone transmissiivity model
|
|
|
1993
|
30 |
6 |
p. 348-
1 p.
|
artikel
|
| 388 |
Shear wave properties and seismic imaging of mylonite zones
|
|
|
1993
|
30 |
6 |
p. 357-
1 p.
|
artikel
|
| 389 |
Shirinkagen of some New Zealand soils and its implications for soil physics
|
|
|
1993
|
30 |
6 |
p. 354-
1 p.
|
artikel
|
| 390 |
Simplified dynamic method for pile-driving control
|
|
|
1993
|
30 |
6 |
p. 385-
1 p.
|
artikel
|
| 391 |
Simultaneous observation of seismic waves of different polarization indicates subsurface anisotropy and might help to unravel its cause
|
|
|
1993
|
30 |
6 |
p. 362-
1 p.
|
artikel
|
| 392 |
Single-ring infiltrometer testing time
|
|
|
1993
|
30 |
6 |
p. 354-
1 p.
|
artikel
|
| 393 |
Site specific simulation of groundwater flow and transport using a fracture network model
|
|
|
1993
|
30 |
6 |
p. 354-
1 p.
|
artikel
|
| 394 |
Slope stabilisation at the forks of butte project
|
|
|
1993
|
30 |
6 |
p. 382-
1 p.
|
artikel
|
| 395 |
Slope stabilization measures for the Kuala Lumpur-Karak toll highway
|
|
|
1993
|
30 |
6 |
p. 381-382
2 p.
|
artikel
|
| 396 |
Soil disturvance due to installation on model piles and pile groups
|
|
|
1993
|
30 |
6 |
p. 378-
1 p.
|
artikel
|
| 397 |
Soil improvement for infrastructure construction on soft Bangkok clay
|
|
|
1993
|
30 |
6 |
p. 374-
1 p.
|
artikel
|
| 398 |
Some experiences on tunnelling in swelling materials
|
|
|
1993
|
30 |
6 |
p. 386-
1 p.
|
artikel
|
| 399 |
Some notes and statistics on rock engineering problems and FOG accidents in the South African mining industry for the period 1988–1992 with special reference to the Bushveld igneous complex mines
|
|
|
1993
|
30 |
6 |
p. 391-
1 p.
|
artikel
|
| 400 |
Somport tunnel — reconnaissance of rock massif from a nearby tunnel
|
|
|
1993
|
30 |
6 |
p. 386-
1 p.
|
artikel
|
| 401 |
Space-time correlations between inland earthquakes in central Japan and great offshore earthquakes along the Nankai trough: Implication for destructive earthquake prediction
|
|
|
1993
|
30 |
6 |
p. 333-
1 p.
|
artikel
|
| 402 |
Specimen preparation technique for a very stiff clay: a technical note
|
|
|
1993
|
30 |
6 |
p. 342-
1 p.
|
artikel
|
| 403 |
Spectra of seismic radiation from a tensile crack
|
|
|
1993
|
30 |
6 |
p. 355-
1 p.
|
artikel
|
| 404 |
Squeezing potential of rocks around tunnels: theory and prediction
|
|
|
1993
|
30 |
6 |
p. 388-
1 p.
|
artikel
|
| 405 |
Stability evaluation of an old dam with a known history of slide
|
|
|
1993
|
30 |
6 |
p. 382-
1 p.
|
artikel
|
| 406 |
Stability evaluations for old water supply dams in Pennsylvania
|
|
|
1993
|
30 |
6 |
p. 379-
1 p.
|
artikel
|
| 407 |
Stability of a rigid column with a non-linear restraint. Technical note
|
|
|
1993
|
30 |
6 |
p. 377-
1 p.
|
artikel
|
| 408 |
Stability of the north slope and portal of the Edmonton light rail transit crossing of the North Saskatchewan River
|
|
|
1993
|
30 |
6 |
p. 383-
1 p.
|
artikel
|
| 409 |
Stability of the Olga C test embankment
|
|
|
1993
|
30 |
6 |
p. 355-
1 p.
|
artikel
|
| 410 |
Stabilization of a residual soil. Technical note
|
|
|
1993
|
30 |
6 |
p. 374-
1 p.
|
artikel
|
| 411 |
Stabilization of sandy soil slopes by the addition of an iron salt and lime
|
|
|
1993
|
30 |
6 |
p. 374-
1 p.
|
artikel
|
| 412 |
Stabilization of weak tropical soils by fly ash
|
|
|
1993
|
30 |
6 |
p. 374-
1 p.
|
artikel
|
| 413 |
Static behaviour of model friction piles
|
|
|
1993
|
30 |
6 |
p. 377-
1 p.
|
artikel
|
| 414 |
Static compaction of soils. Technical note
|
|
|
1993
|
30 |
6 |
p. 374-
1 p.
|
artikel
|
| 415 |
Statistical approach to evaluate debris avalanche activity in central Virginia
|
|
|
1993
|
30 |
6 |
p. 381-
1 p.
|
artikel
|
| 416 |
Steady-state performance of construction dewatering systems in fine soils
|
|
|
1993
|
30 |
6 |
p. 384-
1 p.
|
artikel
|
| 417 |
936125 Steam corefloods with concurrent X-ray CT imaging
|
|
|
1993
|
30 |
6 |
p. 348-
1 p.
|
artikel
|
| 418 |
Strain accumulation in the Santa Barbera Channel: 1970–1988
|
|
|
1993
|
30 |
6 |
p. 333-
1 p.
|
artikel
|
| 419 |
936113 Strain and magnetic remanence
|
|
|
1993
|
30 |
6 |
p. 347-
1 p.
|
artikel
|
| 420 |
Strain factorization by identical finite increments and its use
|
|
|
1993
|
30 |
6 |
p. 334-
1 p.
|
artikel
|
| 421 |
Stream functions and complex potentials: implications for development of rock fabric and the continuum assumption
|
|
|
1993
|
30 |
6 |
p. 345-
1 p.
|
artikel
|
| 422 |
Strength and suction changes in unsaturated loess
|
|
|
1993
|
30 |
6 |
p. 342-
1 p.
|
artikel
|
| 423 |
Strength characteristics of sand reinforced with rigid and flexible elements
|
|
|
1993
|
30 |
6 |
p. 373-
1 p.
|
artikel
|
| 424 |
Stresses and strains around helical screw anchors in sand
|
|
|
1993
|
30 |
6 |
p. 370-
1 p.
|
artikel
|
| 425 |
Stresses around tunnels with arched roof
|
|
|
1993
|
30 |
6 |
p. 387-
1 p.
|
artikel
|
| 426 |
Stress measurement on steel construction in a freezing shaft during sinking
|
|
|
1993
|
30 |
6 |
p. 366-
1 p.
|
artikel
|
| 427 |
936131 Stress state-permeability relationships for fine-grained soils. Technical note
|
|
|
1993
|
30 |
6 |
p. 349-
1 p.
|
artikel
|
| 428 |
Structural analysis of concrete pavements on soft subsoils with differential settlements
|
|
|
1993
|
30 |
6 |
p. 376-
1 p.
|
artikel
|
| 429 |
Studies of erosion processes downstream of concrete spillways
|
|
|
1993
|
30 |
6 |
p. 334-
1 p.
|
artikel
|
| 430 |
Study of bond behaviour of steel cables and bars anchored with different cement grouts
|
|
|
1993
|
30 |
6 |
p. 371-
1 p.
|
artikel
|
| 431 |
Study of discrete and continuum joint modeling techniques
|
|
|
1993
|
30 |
6 |
p. 388-
1 p.
|
artikel
|
| 432 |
936128 Study of massive water injection by thermoporomechanical coupling model
|
|
|
1993
|
30 |
6 |
p. 349-
1 p.
|
artikel
|
| 433 |
Study of permanent deformations of three untreated graded aggregates using cyclic loading tests (In French)
|
|
|
1993
|
30 |
6 |
p. 339-
1 p.
|
artikel
|
| 434 |
Study of soil-geotixtile interaction by an X-ray method
|
|
|
1993
|
30 |
6 |
p. 373-
1 p.
|
artikel
|
| 435 |
Subgrade characterization for portland cement concrete pavement systems
|
|
|
1993
|
30 |
6 |
p. 376-
1 p.
|
artikel
|
| 436 |
Subsurface settlement profiles above tunnels in clays. Technical note
|
|
|
1993
|
30 |
6 |
p. 392-
1 p.
|
artikel
|
| 437 |
Sufricial stability of embankments: a case history
|
|
|
1993
|
30 |
6 |
p. 381-
1 p.
|
artikel
|
| 438 |
Suggested method for the classification of rock mass weathering by a ratings system. Technical note
|
|
|
1993
|
30 |
6 |
p. 359-
1 p.
|
artikel
|
| 439 |
Survey of the geotechnical properties of some relatively weak Triassic sandstones
|
|
|
1993
|
30 |
6 |
p. 343-
1 p.
|
artikel
|
| 440 |
Swelling soils. Technical note
|
|
|
1993
|
30 |
6 |
p. 355-
1 p.
|
artikel
|
| 441 |
Tectonic causes of landslides
|
|
|
1993
|
30 |
6 |
p. 375-
1 p.
|
artikel
|
| 442 |
Tensile reinforcement on bridge-approach settlement
|
|
|
1993
|
30 |
6 |
p. 373-
1 p.
|
artikel
|
| 443 |
Tensioning reinforcing cables
|
|
|
1993
|
30 |
6 |
p. 371-
1 p.
|
artikel
|
| 444 |
Testing four elasctic finite-difference schemes for behavior at discontinuities
|
|
|
1993
|
30 |
6 |
p. 335-
1 p.
|
artikel
|
| 445 |
Testing four elastic finite-difference schemes for behavior at discontinuities
|
|
|
1993
|
30 |
6 |
p. 335-
1 p.
|
artikel
|
| 446 |
936109 Thermomechanical effects on adsorbed water in clays around a heat source
|
|
|
1993
|
30 |
6 |
p. 346-
1 p.
|
artikel
|
| 447 |
Three-dimensional bearing capacity analysis of foundations by use of a method of slices
|
|
|
1993
|
30 |
6 |
p. 378-
1 p.
|
artikel
|
| 448 |
Three dimensional elastic analysis by the displacement discontinuity method with boundary division into triangular leaf elements
|
|
|
1993
|
30 |
6 |
p. 367-
1 p.
|
artikel
|
| 449 |
Three-dimensional finite element calculations in soil and mining engineering
|
|
|
1993
|
30 |
6 |
p. 387-
1 p.
|
artikel
|
| 450 |
Three-dimensional structure of Kilauea volcano, Hawaii from travel time tomography
|
|
|
1993
|
30 |
6 |
p. 362-
1 p.
|
artikel
|
| 451 |
Three invariant dependent cap model with application to a cohesionless soil
|
|
|
1993
|
30 |
6 |
p. 368-
1 p.
|
artikel
|
| 452 |
TOPOVEL: a Fortran program for tomographic inversion of porosity and velocity structure in the subsurface
|
|
|
1993
|
30 |
6 |
p. 364-
1 p.
|
artikel
|
| 453 |
Torsional surface waves in an elastic hlaf-space with void pores. Short communication
|
|
|
1993
|
30 |
6 |
p. 356-
1 p.
|
artikel
|
| 454 |
Towards a methodology for performance assessment in cable bolt design
|
|
|
1993
|
30 |
6 |
p. 370-
1 p.
|
artikel
|
| 455 |
Tracer transport properties of heterogeneous 2D structures for parallel and radial flow geometries
|
|
|
1993
|
30 |
6 |
p. 353-354
2 p.
|
artikel
|
| 456 |
936133 Transient and steady-state solute transport through a large unsaturated soil column
|
|
|
1993
|
30 |
6 |
p. 349-
1 p.
|
artikel
|
| 457 |
936108 Transient method of measuring the thermal properties of rocks
|
|
|
1993
|
30 |
6 |
p. 346-
1 p.
|
artikel
|
| 458 |
Transmissivity of a heterogeneous formation
|
|
|
1993
|
30 |
6 |
p. 352-
1 p.
|
artikel
|
| 459 |
Tropical clays. II: Engineering behaviour
|
|
|
1993
|
30 |
6 |
p. 340-
1 p.
|
artikel
|
| 460 |
Tropical clays. I: Index properties and microstructural aspects
|
|
|
1993
|
30 |
6 |
p. 340-
1 p.
|
artikel
|
| 461 |
Tunneling in an internally erosive plateau
|
|
|
1993
|
30 |
6 |
p. 392-
1 p.
|
artikel
|
| 462 |
Tunnelling options in chalk marl: the Dhiarizos diversion tunnel in Cyprus
|
|
|
1993
|
30 |
6 |
p. 389-
1 p.
|
artikel
|
| 463 |
Two civil engineering cases of using advanced rock monitoring systems
|
|
|
1993
|
30 |
6 |
p. 366-
1 p.
|
artikel
|
| 464 |
Two-dimensional resistivity imaging and modelling in areas of complex geology
|
|
|
1993
|
30 |
6 |
p. 361-
1 p.
|
artikel
|
| 465 |
Ubiquitous joint approach to interpretation of elastic modelling data for field calibration and underground excavation design in rock
|
|
|
1993
|
30 |
6 |
p. 388-
1 p.
|
artikel
|
| 466 |
Ultimate settlement by hyprebolic plot for clays with vertical drains. Technical note
|
|
|
1993
|
30 |
6 |
p. 355-
1 p.
|
artikel
|
| 467 |
Ultrasonic velocities in sands - revisited
|
|
|
1993
|
30 |
6 |
p. 356-
1 p.
|
artikel
|
| 468 |
936134 Uncertainty analyses of unsaturated zone travel time at Yucca Mountain
|
|
|
1993
|
30 |
6 |
p. 349-
1 p.
|
artikel
|
| 469 |
Uncertainty of mobilized undrained shear strength
|
|
|
1993
|
30 |
6 |
p. 341-
1 p.
|
artikel
|
| 470 |
Underground blasting at Aguamilpa
|
|
|
1993
|
30 |
6 |
p. 390-
1 p.
|
artikel
|
| 471 |
Understanding jointed rock mass behaviour using a ubiquitous joint approach. Technical note
|
|
|
1993
|
30 |
6 |
p. 388-
1 p.
|
artikel
|
| 472 |
Underwater slope failure, Port Hueneme
|
|
|
1993
|
30 |
6 |
p. 384-
1 p.
|
artikel
|
| 473 |
Underwater working of limestone aggregates
|
|
|
1993
|
30 |
6 |
p. 384-
1 p.
|
artikel
|
| 474 |
Undrained bearing capacity of clay with sand piles
|
|
|
1993
|
30 |
6 |
p. 375-
1 p.
|
artikel
|
| 475 |
Undrained cyclic loading of anisotropically consolidated clayey silts
|
|
|
1993
|
30 |
6 |
p. 340-
1 p.
|
artikel
|
| 476 |
Undrained cyclic strength of gravelly soil and its evaluation by penetration resistance and shear modulus
|
|
|
1993
|
30 |
6 |
p. 341-
1 p.
|
artikel
|
| 477 |
Undrained mechanical behaviour of mudstone
|
|
|
1993
|
30 |
6 |
p. 342-
1 p.
|
artikel
|
| 478 |
Upgrading seismic stability of the foundation of Hongshan Dam
|
|
|
1993
|
30 |
6 |
p. 385-
1 p.
|
artikel
|
| 479 |
Uplift behaviour of pile anchors subjected to lateral cyclic loading. Technical note
|
|
|
1993
|
30 |
6 |
p. 378-
1 p.
|
artikel
|
| 480 |
Uplift capacity of plate anchors in sloped clayey ground. Technical note
|
|
|
1993
|
30 |
6 |
p. 370-
1 p.
|
artikel
|
| 481 |
Upscaling of permeability of anisotropic heterogeneous formations, 1. The general framework
|
|
|
1993
|
30 |
6 |
p. 352-
1 p.
|
artikel
|
| 482 |
Upscalling of permeability of anisotropic heteregeneous formations, 2. General structure and small perturbation analysis
|
|
|
1993
|
30 |
6 |
p. 352-
1 p.
|
artikel
|
| 483 |
Upscalling of permeability of anisotropic heterogeneous formations, 3. Applications
|
|
|
1993
|
30 |
6 |
p. 352-
1 p.
|
artikel
|
| 484 |
Use of electromagnetic measurements of apparent soil electrical conductivity to predict boulder clay depth
|
|
|
1993
|
30 |
6 |
p. 361-
1 p.
|
artikel
|
| 485 |
Use of microsilica concrete in the construction of mines shaft linings
|
|
|
1993
|
30 |
6 |
p. 390-
1 p.
|
artikel
|
| 486 |
936110 Uses and Abuses of the Archie equation, 1: The formation factor-porosity relationship
|
|
|
1993
|
30 |
6 |
p. 346-
1 p.
|
artikel
|
| 487 |
Using FLAC to model the depth of fracturing into a UG2 chromitite pillar — a case study
|
|
|
1993
|
30 |
6 |
p. 391-
1 p.
|
artikel
|
| 488 |
Vacuum testing of the permeability of the excavation damaged zone
|
|
|
1993
|
30 |
6 |
p. 351-
1 p.
|
artikel
|
| 489 |
Variational principles for hydraulic fracturing
|
|
|
1993
|
30 |
6 |
p. 394-
1 p.
|
artikel
|
| 490 |
Verification of seismic tomogram interpretation by finite elements analysis
|
|
|
1993
|
30 |
6 |
p. 362-
1 p.
|
artikel
|
| 491 |
Vertical drains trial at Juru, Malaysia: performance during construction
|
|
|
1993
|
30 |
6 |
p. 379-
1 p.
|
artikel
|
| 492 |
Waste disposal in German rock-salt mine
|
|
|
1993
|
30 |
6 |
p. 390-
1 p.
|
artikel
|
| 493 |
Wave diffraction, amplification and differential motion near strong lateral disconuities
|
|
|
1993
|
30 |
6 |
p. 335-
1 p.
|
artikel
|
| 494 |
Wavefront propagation in random granular media
|
|
|
1993
|
30 |
6 |
p. 357-
1 p.
|
artikel
|
| 495 |
Wave propagation in a randomly layered medium
|
|
|
1993
|
30 |
6 |
p. 357-
1 p.
|
artikel
|
| 496 |
Wave velocities in sandstones from elastic network simulation
|
|
|
1993
|
30 |
6 |
p. 356-
1 p.
|
artikel
|
| 497 |
Weak aranaceous materials
|
|
|
1993
|
30 |
6 |
p. 342-343
2 p.
|
artikel
|
| 498 |
Wellbore staibility: a transient analysis
|
|
|
1993
|
30 |
6 |
p. 345-
1 p.
|
artikel
|
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