| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accuracy of gamma ray computerized tomography in porous media
|
|
|
1993
|
30 |
5 |
p. 288-
1 p.
|
artikel
|
| 2 |
Adjoint sensitivity theory for a pack ice mamentum model
|
|
|
1993
|
30 |
5 |
p. 330-
1 p.
|
artikel
|
| 3 |
Air-decked blasting techniques: some collaborative experiments
|
|
|
1993
|
30 |
5 |
p. 303-
1 p.
|
artikel
|
| 4 |
Analysis and design method for fender piles in soft marine clays
|
|
|
1993
|
30 |
5 |
p. 315-
1 p.
|
artikel
|
| 5 |
Analysis of elliptic vanes. Note
|
|
|
1993
|
30 |
5 |
p. 297-
1 p.
|
artikel
|
| 6 |
Analysis of end bearing gravel piles
|
|
|
1993
|
30 |
5 |
p. 290-
1 p.
|
artikel
|
| 7 |
Analysis of methods to improve the stability of spoil piles in a lignite mine
|
|
|
1993
|
30 |
5 |
p. 315-
1 p.
|
artikel
|
| 8 |
Analysis of monolith sliding phenomena in the light of the comminution theory
|
|
|
1993
|
30 |
5 |
p. 282-
1 p.
|
artikel
|
| 9 |
Analysis of SAG mill grinding and liberation tests
|
|
|
1993
|
30 |
5 |
p. 304-
1 p.
|
artikel
|
| 10 |
Analysis of slot cutting methods for Yucca Mountain heated block using a compliant joint model
|
|
|
1993
|
30 |
5 |
p. 285-
1 p.
|
artikel
|
| 11 |
Analysis of the arching action in granular mass
|
|
|
1993
|
30 |
5 |
p. 321-
1 p.
|
artikel
|
| 12 |
Analysis of vertically loaded pile in sand and clay
|
|
|
1993
|
30 |
5 |
p. 311-
1 p.
|
artikel
|
| 13 |
Analyzing the engineering properties of sand deposit by CPTU in Taiwan — at the area of Taichung harbour
|
|
|
1993
|
30 |
5 |
p. 297-298
2 p.
|
artikel
|
| 14 |
Application of a numerical model of heat and mass transfer in unsaturated soil to the simulation of laboratory-based experiments
|
|
|
1993
|
30 |
5 |
p. 283-
1 p.
|
artikel
|
| 15 |
Application of back-analysis from displacements to rock engineering and its problems meriting attention
|
|
|
1993
|
30 |
5 |
p. 299-
1 p.
|
artikel
|
| 16 |
Application of combined structural analysis and field instrumentation in the design of cable bolting reinforcement (In French)
|
|
|
1993
|
30 |
5 |
p. 305-
1 p.
|
artikel
|
| 17 |
Application of fracture mechanics in geological materials
|
|
|
1993
|
30 |
5 |
p. 331-
1 p.
|
artikel
|
| 18 |
Application of genetic algorithms to optimisation problems in geotechnics
|
|
|
1993
|
30 |
5 |
p. 298-
1 p.
|
artikel
|
| 19 |
Applications of a combined slope hydrology-stability model to highway construction in Malaysia
|
|
|
1993
|
30 |
5 |
p. 318-
1 p.
|
artikel
|
| 20 |
Aquifer protection considerations of coalbed methane development in the San Juan Basin
|
|
|
1993
|
30 |
5 |
p. 273-
1 p.
|
artikel
|
| 21 |
Arch dams with an upstream base joint
|
|
|
1993
|
30 |
5 |
p. 313-
1 p.
|
artikel
|
| 22 |
Aspects of transient creep of olivine
|
|
|
1993
|
30 |
5 |
p. 281-
1 p.
|
artikel
|
| 23 |
A stress-corrosion model for strain-rate dependence of the frictional strength of rocks
|
Kato, N.
|
|
1993
|
30 |
5 |
p. 551-554
4 p.
|
artikel
|
| 24 |
Automated shotcrete application
|
|
|
1993
|
30 |
5 |
p. 306-
1 p.
|
artikel
|
| 25 |
Automatic data acquisition systems for monitoring dams and landslides
|
|
|
1993
|
30 |
5 |
p. 300-
1 p.
|
artikel
|
| 26 |
A vacuum hammer seismic source for underground use
|
Carroll, R.D.
|
|
1993
|
30 |
5 |
p. 559-565
7 p.
|
artikel
|
| 27 |
Back analysis of stope stability at Ansil mine using instrumentation data and numerical modelling
|
|
|
1993
|
30 |
5 |
p. 323-
1 p.
|
artikel
|
| 28 |
Back analysis of tunnel lining deformation: development and application of passive resistance method. Technical note
|
|
|
1993
|
30 |
5 |
p. 321-
1 p.
|
artikel
|
| 29 |
Banking on a bridge
Civ Engng, N Y
V63. N3,March 1993, P72–74
|
|
|
1993
|
30 |
5 |
p. 313-
1 p.
|
artikel
|
| 30 |
Basic consideration on storage of compressed natural gas in rock chambers
|
|
|
1993
|
30 |
5 |
p. 326-
1 p.
|
artikel
|
| 31 |
Bayesian probabilistic prediction of the next earthquake in the Ometepec segment of the Mexican subduction zone
|
|
|
1993
|
30 |
5 |
p. 270-
1 p.
|
artikel
|
| 32 |
Beam-column-analogy model for soil-structure interaction analysis. Technical note
|
|
|
1993
|
30 |
5 |
p. 309-
1 p.
|
artikel
|
| 33 |
Behavior of large bored piles in Fuzhou. Technical note
|
|
|
1993
|
30 |
5 |
p. 310-
1 p.
|
artikel
|
| 34 |
Behaviour of annular footings on geotextile reinforced sand bed
|
|
|
1993
|
30 |
5 |
p. 312-
1 p.
|
artikel
|
| 35 |
Behaviour of diaphragm walls and settlements from deep excavations in a marine clay
|
|
|
1993
|
30 |
5 |
p. 317-
1 p.
|
artikel
|
| 36 |
Behaviour of model embankments on shaking table Telekes, G; Ogawa, S; Hirasawa, M
Proc Ninth Asian Regional Conference on Soil Mechanics and Foundation Engineering, Bangkok, 9–13 December 1991
V1, P347–350. Publ Thailand: Southeast Asian Geotechnical Society, 1991
|
|
|
1993
|
30 |
5 |
p. 319-
1 p.
|
artikel
|
| 37 |
Bent-housing turbodrills improve hard-formation directional drilling
|
|
|
1993
|
30 |
5 |
p. 302-
1 p.
|
artikel
|
| 38 |
BLASTCAD — Noranda's three-dimensional computer-aided underground blast design system
|
|
|
1993
|
30 |
5 |
p. 301-
1 p.
|
artikel
|
| 39 |
Blasting induced vibration in tunnelling (In Italian and English)
|
|
|
1993
|
30 |
5 |
p. 303-
1 p.
|
artikel
|
| 40 |
Blast vibration control in the presence of delay scatter and random fluctuations between blastholes
|
|
|
1993
|
30 |
5 |
p. 303-
1 p.
|
artikel
|
| 41 |
Borehole geophysics in environmental applications
|
|
|
1993
|
30 |
5 |
p. 295-
1 p.
|
artikel
|
| 42 |
Borehole stoneley wave propagation across permeable structures
|
|
|
1993
|
30 |
5 |
p. 295-
1 p.
|
artikel
|
| 43 |
Breakthrough on design of segmental tunnel lining
|
|
|
1993
|
30 |
5 |
p. 325-
1 p.
|
artikel
|
| 44 |
Calculation of low-range flow velocities in fractured carbonate media from borehole hydrochemical logging data comparison with thermometric results
|
|
|
1993
|
30 |
5 |
p. 273-
1 p.
|
artikel
|
| 45 |
Canadian underground laboratory. An overview
|
|
|
1993
|
30 |
5 |
p. 327-
1 p.
|
artikel
|
| 46 |
Capillary hyperdispersion of wetting liquids in fractal porous media
|
|
|
1993
|
30 |
5 |
p. 287-
1 p.
|
artikel
|
| 47 |
Case history evaluating field vane correction factors
|
|
|
1993
|
30 |
5 |
p. 277-
1 p.
|
artikel
|
| 48 |
Case history of rock caverns in the Lubuge hydro-project
|
|
|
1993
|
30 |
5 |
p. 325-
1 p.
|
artikel
|
| 49 |
Case study and analysis of the failure mechanism of a layered roof in long hole stopes at Mines Gaspe
|
|
|
1993
|
30 |
5 |
p. 324-
1 p.
|
artikel
|
| 50 |
Case study of braced excavation in soft clay
|
|
|
1993
|
30 |
5 |
p. 317-
1 p.
|
artikel
|
| 51 |
Changes in orientation and intensity of remanent magnetization of magnetic samples induced by uniaxial pressure
|
|
|
1993
|
30 |
5 |
p. 285-
1 p.
|
artikel
|
| 52 |
Characteristic periods of the induction arrows for a conductive-resistive vertical interface — a numerical model study
|
|
|
1993
|
30 |
5 |
p. 296-297
2 p.
|
artikel
|
| 53 |
Characteristics of high density backfill
|
|
|
1993
|
30 |
5 |
p. 306-
1 p.
|
artikel
|
| 54 |
Characterization of heavy metal contamination in the lateral lakes of the lower Coeur D'Alene River valley, Northern Idaho
|
|
|
1993
|
30 |
5 |
p. 298-
1 p.
|
artikel
|
| 55 |
Characterization of lava-flow degradation in the Pisgah and Cima volcanic fields, California, using Landsat Thematic Mapper and AIRSAR data
|
|
|
1993
|
30 |
5 |
p. 294-
1 p.
|
artikel
|
| 56 |
Characterization of the moduli of elasticity of an anisotropic rock using dynamic and static methods
|
Homand, F.
|
|
1993
|
30 |
5 |
p. 527-535
9 p.
|
artikel
|
| 57 |
Class of exact solutions for Richard's equation
|
|
|
1993
|
30 |
5 |
p. 286-
1 p.
|
artikel
|
| 58 |
Closure and fluid flow in discrete fractures
|
|
|
1993
|
30 |
5 |
p. 288-
1 p.
|
artikel
|
| 59 |
Coal bearing strata and the stability of coal mines in South Africa
|
|
|
1993
|
30 |
5 |
p. 321-
1 p.
|
artikel
|
| 60 |
Compacted clay liners and covers for arid sites
|
|
|
1993
|
30 |
5 |
p. 286-
1 p.
|
artikel
|
| 61 |
Compaction and shear deformation of a weakly-cemented, high porosity sedimentary rock
|
|
|
1993
|
30 |
5 |
p. 277-
1 p.
|
artikel
|
| 62 |
Comparative analysis of rock bolting of underground excavations
|
|
|
1993
|
30 |
5 |
p. 305-
1 p.
|
artikel
|
| 63 |
Comparison of hig--resolution wax-embedded and pneumatically coupled borehole seismic detectors
|
|
|
1993
|
30 |
5 |
p. 296-
1 p.
|
artikel
|
| 64 |
Comparison of laboratory and field measurements of P-wave anisotropy
|
|
|
1993
|
30 |
5 |
p. 291-
1 p.
|
artikel
|
| 65 |
Comparison of methods of characterizing fracture surface roughness
|
|
|
1993
|
30 |
5 |
p. 282-
1 p.
|
artikel
|
| 66 |
Compatibility of compacted soils with municipal waste combustion ash leachates. Technical note
|
|
|
1993
|
30 |
5 |
p. 285-
1 p.
|
artikel
|
| 67 |
Compound random field models of multiple scale hydraulic conductivity
|
|
|
1993
|
30 |
5 |
p. 287-
1 p.
|
artikel
|
| 68 |
Compressional behaviour of layered needle-punched nonwoven geotextile. Technical note
|
|
|
1993
|
30 |
5 |
p. 330-
1 p.
|
artikel
|
| 69 |
Computer-aided modeling of heterogeneous, two-dimensional, groundwater system
|
|
|
1993
|
30 |
5 |
p. 273-
1 p.
|
artikel
|
| 70 |
Computer aided UPD — a 3-D dynamic cone approach
|
|
|
1993
|
30 |
5 |
p. 301-
1 p.
|
artikel
|
| 71 |
Computers and blasting
|
|
|
1993
|
30 |
5 |
p. 299-
1 p.
|
artikel
|
| 72 |
Computing the stability of clay fill dams under construction
|
|
|
1993
|
30 |
5 |
p. 313-
1 p.
|
artikel
|
| 73 |
Conceptual-stochastic model of unsaturated flow in heterogeneous soils
|
|
|
1993
|
30 |
5 |
p. 273-
1 p.
|
artikel
|
| 74 |
Conditions for initiation of rainfall-induced debris flows
|
|
|
1993
|
30 |
5 |
p. 317-
1 p.
|
artikel
|
| 75 |
Cone models for a soil layer on a flexible rock half-space
|
|
|
1993
|
30 |
5 |
p. 318-
1 p.
|
artikel
|
| 76 |
Consequences of the downfall during construction of the Karawanken tunnel (in German and English)
|
|
|
1993
|
30 |
5 |
p. 323-
1 p.
|
artikel
|
| 77 |
Constitutive equation of a gas-filled two-phase medium
|
|
|
1993
|
30 |
5 |
p. 301-
1 p.
|
artikel
|
| 78 |
Constitutive model for soil reinforced by continuous threads
|
|
|
1993
|
30 |
5 |
p. 307-
1 p.
|
artikel
|
| 79 |
Construction of the Monti Terri Tunnel in the Swiss Jura (in German and English)
|
|
|
1993
|
30 |
5 |
p. 321-
1 p.
|
artikel
|
| 80 |
Contaminant spreading in stratified soils with fractal permeability distribution
|
|
|
1993
|
30 |
5 |
p. 288-
1 p.
|
artikel
|
| 81 |
Contamination indications derived from electrical properties in the low frequency range
|
|
|
1993
|
30 |
5 |
p. 283-
1 p.
|
artikel
|
| 82 |
Continuum theory for solids containing microdefects
|
|
|
1993
|
30 |
5 |
p. 301-
1 p.
|
artikel
|
| 83 |
Contribution of the Angeline software to the geotechnical reconnaissance of highway itineraries (In French)
|
|
|
1993
|
30 |
5 |
p. 308-
1 p.
|
artikel
|
| 84 |
Correlation of sedimentologic properties and saturated hydraulic conductivities of sedimentary interbeds at the Idaho National Engineering Laboratory Test Site E
|
|
|
1993
|
30 |
5 |
p. 289-
1 p.
|
artikel
|
| 85 |
Coulomb constitutive laws for friction: contrasts in frictional behaviour for distributed and localized shear
|
|
|
1993
|
30 |
5 |
p. 281-
1 p.
|
artikel
|
| 86 |
Coupled discrete-continuum approach for modelling of waterflow in jointed rocks
|
|
|
1993
|
30 |
5 |
p. 286-
1 p.
|
artikel
|
| 87 |
Coupled fluid, electrical and chemical flows in soil
|
|
|
1993
|
30 |
5 |
p. 283-
1 p.
|
artikel
|
| 88 |
Coupled heat and water flow apparatus
|
|
|
1993
|
30 |
5 |
p. 283-
1 p.
|
artikel
|
| 89 |
Coupled thermo-hydro-mechanical (THM) behavior around a repository in fractured rocks
|
|
|
1993
|
30 |
5 |
p. 327-
1 p.
|
artikel
|
| 90 |
Crack effects on a diaphragm wall in braced excavation
|
|
|
1993
|
30 |
5 |
p. 317-
1 p.
|
artikel
|
| 91 |
Crack models for a transversely isotropic medium
|
|
|
1993
|
30 |
5 |
p. 292-
1 p.
|
artikel
|
| 92 |
Criterion for quick evaluation of excavation behaviour through geomechanical classification (In Italian and English)
|
|
|
1993
|
30 |
5 |
p. 293-
1 p.
|
artikel
|
| 93 |
Critical gradients and pressures in dense swelling clays. Note
|
|
|
1993
|
30 |
5 |
p. 290-
1 p.
|
artikel
|
| 94 |
Critical shear stress and critical flow rates for initiation of rilling
|
|
|
1993
|
30 |
5 |
p. 270-
1 p.
|
artikel
|
| 95 |
Crystalline lithology across the Kapuskasing uplift determined using in situ Poisson's ratio from seismic tomography
|
|
|
1993
|
30 |
5 |
p. 292-
1 p.
|
artikel
|
| 96 |
Cut slope failure in the Garinono Formation of Sabah
|
|
|
1993
|
30 |
5 |
p. 316-
1 p.
|
artikel
|
| 97 |
Cyclic pull and load tests on cast-in-place concrete piles
|
|
|
1993
|
30 |
5 |
p. 311-
1 p.
|
artikel
|
| 98 |
Dam and blast in a tropical jungle
|
|
|
1993
|
30 |
5 |
p. 325-
1 p.
|
artikel
|
| 99 |
Deficiencies in rock test data
|
|
|
1993
|
30 |
5 |
p. 276-
1 p.
|
artikel
|
| 100 |
Deformable porous media with double porosity. Quasi-statics. II: Memory effects
|
|
|
1993
|
30 |
5 |
p. 290-
1 p.
|
artikel
|
| 101 |
Dependence of strong ground motion on magnitude-distance, site geology, and macroseismic intensity for shallow earthquakes in Greece: I, peak horizontal acceleration, velocity and displacement
|
|
|
1993
|
30 |
5 |
p. 271-
1 p.
|
artikel
|
| 102 |
Design and actual behavior of double wall cofferdam in Amagasaki Lock work
|
|
|
1993
|
30 |
5 |
p. 318-
1 p.
|
artikel
|
| 103 |
Design and practice of large-scale floating type foundation on weak ground
|
|
|
1993
|
30 |
5 |
p. 312-
1 p.
|
artikel
|
| 104 |
Design charts for double-walled cofferdams
|
|
|
1993
|
30 |
5 |
p. 318-
1 p.
|
artikel
|
| 105 |
Design of fragmentation blasting in surface rock excavation
|
|
|
1993
|
30 |
5 |
p. 303-
1 p.
|
artikel
|
| 106 |
Design of the Charter Oak Bridge embankments
|
|
|
1993
|
30 |
5 |
p. 314-
1 p.
|
artikel
|
| 107 |
Destress slot concept for bulk mining at depth
|
|
|
1993
|
30 |
5 |
p. 323-
1 p.
|
artikel
|
| 108 |
Determination of failure modes in jointed pillars by numerical modelling
|
|
|
1993
|
30 |
5 |
p. 324-
1 p.
|
artikel
|
| 109 |
Determining bolt bearing capacity under composite stress (In German)
|
|
|
1993
|
30 |
5 |
p. 304-
1 p.
|
artikel
|
| 110 |
Determining the border of the field applying composite lining of shafts from concrete in combination with anchors
|
|
|
1993
|
30 |
5 |
p. 323-
1 p.
|
artikel
|
| 111 |
Development and use of microtunnellers in the UK
|
|
|
1993
|
30 |
5 |
p. 327-328
2 p.
|
artikel
|
| 112 |
Development of a 3D geologic model and database for dragline mine planning on a microcomputer
|
|
|
1993
|
30 |
5 |
p. 301-
1 p.
|
artikel
|
| 113 |
Development of a model of coupled heat and moisture transfer in unsaturated soil. Note
|
|
|
1993
|
30 |
5 |
p. 283-
1 p.
|
artikel
|
| 114 |
Development of an abrasive jet drill
|
|
|
1993
|
30 |
5 |
p. 303-
1 p.
|
artikel
|
| 115 |
Development of electric static cone penetration testing in Great Britain from 1972–1992
|
|
|
1993
|
30 |
5 |
p. 297-
1 p.
|
artikel
|
| 116 |
Development of slope stability regulation for sand mining industry in central Florida
|
|
|
1993
|
30 |
5 |
p. 316-
1 p.
|
artikel
|
| 117 |
Developments in explosives
|
|
|
1993
|
30 |
5 |
p. 303-
1 p.
|
artikel
|
| 118 |
Discrete fracture modelling of in-situ hydrologic and tracer experiments
|
|
|
1993
|
30 |
5 |
p. 288-
1 p.
|
artikel
|
| 119 |
Discussion
|
Ladanyi, B.
|
|
1993
|
30 |
5 |
p. 573-
1 p.
|
artikel
|
| 120 |
Dispersion of mechanical properties of rock mass and evaluation of the stability of rock cavern
|
|
|
1993
|
30 |
5 |
p. 322-
1 p.
|
artikel
|
| 121 |
Displacement discontinuities and stress changes between roof strata and their influence on longwall mining under aquifers
|
|
|
1993
|
30 |
5 |
p. 323-
1 p.
|
artikel
|
| 122 |
Displacement phase differences in a harmonically oscillating pile
|
|
|
1993
|
30 |
5 |
p. 318-
1 p.
|
artikel
|
| 123 |
Displacements and stresses induced by longwall mining in coal
|
|
|
1993
|
30 |
5 |
p. 326-
1 p.
|
artikel
|
| 124 |
Double porosity well testing in the fractured carbonate rocks of the Ozarks
|
|
|
1993
|
30 |
5 |
p. 286-
1 p.
|
artikel
|
| 125 |
Drilling fluids: making peace with the environment
|
|
|
1993
|
30 |
5 |
p. 302-
1 p.
|
artikel
|
| 126 |
3-D subsurface displacement and strain fields for faults and fault arrays in a layered elastic half-space
|
|
|
1993
|
30 |
5 |
p. 269-
1 p.
|
artikel
|
| 127 |
Dual-porosity model for simulating the preferential movement of water and solutes in structured porous media
|
|
|
1993
|
30 |
5 |
p. 287-
1 p.
|
artikel
|
| 128 |
Dynamic response of coupled foundations on layered random medium for out-of-plane motion
|
|
|
1993
|
30 |
5 |
p. 318-
1 p.
|
artikel
|
| 129 |
Earthflow evaluation and control: a case study
|
|
|
1993
|
30 |
5 |
p. 317-
1 p.
|
artikel
|
| 130 |
Economical approach to remote monitoring
|
|
|
1993
|
30 |
5 |
p. 299-
1 p.
|
artikel
|
| 131 |
Effective stress and water pressure in saturated clays during heating-cooling cycles. Note
|
|
|
1993
|
30 |
5 |
p. 283-
1 p.
|
artikel
|
| 132 |
Effective stress concept in saturated sand-clay buffer
|
|
|
1993
|
30 |
5 |
p. 289-
1 p.
|
artikel
|
| 133 |
Effect of couplants on acoustic transmission. Technical note
|
|
|
1993
|
30 |
5 |
p. 330-
1 p.
|
artikel
|
| 134 |
Effect of finite size joints on the deformability of jointed rock in three dimensions
|
Kulatilake, P.H.S.W.
|
|
1993
|
30 |
5 |
p. 479-501
23 p.
|
artikel
|
| 135 |
Effect of permeability on surficial stability of homogeneous slopes
|
|
|
1993
|
30 |
5 |
p. 318-
1 p.
|
artikel
|
| 136 |
Effect of wellbore condition on wireline and MWD neutron density logs
|
|
|
1993
|
30 |
5 |
p. 297-
1 p.
|
artikel
|
| 137 |
Effects of ageing and overconsolidation on the elastic stiffness of a remoulded clay
|
|
|
1993
|
30 |
5 |
p. 280-
1 p.
|
artikel
|
| 138 |
Effects of compressed air tunnelling in loose watery ground (in French)
|
|
|
1993
|
30 |
5 |
p. 327-
1 p.
|
artikel
|
| 139 |
Effects of excavation on water inflow to a drift
|
|
|
1993
|
30 |
5 |
p. 289-
1 p.
|
artikel
|
| 140 |
Effects of road drainage and geometry in causing roadside slope failures
|
|
|
1993
|
30 |
5 |
p. 316-
1 p.
|
artikel
|
| 141 |
Effects of secondary injection during shield work in soft clay
|
|
|
1993
|
30 |
5 |
p. 306-
1 p.
|
artikel
|
| 142 |
Effects of steam injection on the electrical conductivity of an unconsolidated sand saturated with a salt solution
|
|
|
1993
|
30 |
5 |
p. 284-
1 p.
|
artikel
|
| 143 |
Efficient method for the free surface seepage flow problems. Technical note
|
|
|
1993
|
30 |
5 |
p. 285-
1 p.
|
artikel
|
| 144 |
Elasto-plastic stiffness matrix of rock mass element with soft clay strata and its application
|
|
|
1993
|
30 |
5 |
p. 276-
1 p.
|
artikel
|
| 145 |
Electrical conductivity variations around the Palmdale section of the San Andreas fault zone
|
|
|
1993
|
30 |
5 |
p. 270-
1 p.
|
artikel
|
| 146 |
Embankment loading of piled bridge abutments on soft clay
|
|
|
1993
|
30 |
5 |
p. 311-312
2 p.
|
artikel
|
| 147 |
Embankment on soft clay with an adjacent cut
|
|
|
1993
|
30 |
5 |
p. 317-
1 p.
|
artikel
|
| 148 |
Empirical cable bolt support design
|
|
|
1993
|
30 |
5 |
p. 306-
1 p.
|
artikel
|
| 149 |
Energy-based factor of safety against liquefaction
|
|
|
1993
|
30 |
5 |
p. 292-
1 p.
|
artikel
|
| 150 |
Energy dissipation processes affecting crack growth in quasi brittle materials
|
|
|
1993
|
30 |
5 |
p. 280-
1 p.
|
artikel
|
| 151 |
Engineering applications of strong ground motion simulation
|
|
|
1993
|
30 |
5 |
p. 271-
1 p.
|
artikel
|
| 152 |
Engineering behaviour of phyllites
|
|
|
1993
|
30 |
5 |
p. 274-
1 p.
|
artikel
|
| 153 |
Engineering characteristics and evaluation of Chengdu Clay, China
|
|
|
1993
|
30 |
5 |
p. 290-291
2 p.
|
artikel
|
| 154 |
Engineering properties of Guabirotuba clay
|
|
|
1993
|
30 |
5 |
p. 277-
1 p.
|
artikel
|
| 155 |
Engineer's cost estimates for the transfer tunnel of the Lesotho highlands water project
|
|
|
1993
|
30 |
5 |
p. 325-
1 p.
|
artikel
|
| 156 |
Enhanced bedrock weathering in association with late-lying snowpatches: evidence from Livingston Island, Antarctica
|
|
|
1993
|
30 |
5 |
p. 269-270
2 p.
|
artikel
|
| 157 |
Environmental applications of surface and airborne geophysics in mining
|
|
|
1993
|
30 |
5 |
p. 295-
1 p.
|
artikel
|
| 158 |
Environmental damage limited by wax injection
|
|
|
1993
|
30 |
5 |
p. 306-
1 p.
|
artikel
|
| 159 |
Environmental technology for potential waste utilization
|
|
|
1993
|
30 |
5 |
p. 307-
1 p.
|
artikel
|
| 160 |
Equivalent mechanical effect of joint under wave loads
|
|
|
1993
|
30 |
5 |
p. 292-293
2 p.
|
artikel
|
| 161 |
Estimation of mechanical rock properties using wireline geophysical measurements
|
|
|
1993
|
30 |
5 |
p. 297-
1 p.
|
artikel
|
| 162 |
Evaluation of seismic soil response using stochastic linearization
|
|
|
1993
|
30 |
5 |
p. 292-
1 p.
|
artikel
|
| 163 |
Examination of uplift capacity of helical anchors in clays Technical note
|
|
|
1993
|
30 |
5 |
p. 304-
1 p.
|
artikel
|
| 164 |
Examining the sorptivity for a wide range of diffusivity dependence on water content
|
|
|
1993
|
30 |
5 |
p. 287-
1 p.
|
artikel
|
| 165 |
Examples of resolution improvement in geoelectrical soundings applied to groundwater investigations
|
|
|
1993
|
30 |
5 |
p. 295-
1 p.
|
artikel
|
| 166 |
Excavating programme research for shallow large span and double decker metro station
|
|
|
1993
|
30 |
5 |
p. 329-
1 p.
|
artikel
|
| 167 |
Experimental deformation of synthetic magnetite-bearing calcite sandstones: effects on remanence, bulk magnetic properties, and magnetic anisotropy
|
|
|
1993
|
30 |
5 |
p. 284-
1 p.
|
artikel
|
| 168 |
Experimental investigation of the energy-size reduction relationship in comminution using fractal theory
|
|
|
1993
|
30 |
5 |
p. 304-
1 p.
|
artikel
|
| 169 |
Experimental investigation of the hydromechanical behaviour of fractures in crystalline rocks. Part II: flow distribution and tracer dispersion
|
|
|
1993
|
30 |
5 |
p. 289-
1 p.
|
artikel
|
| 170 |
Experimental measurement of surface temperatures during flame-jet induced thermal spallation
|
|
|
1993
|
30 |
5 |
p. 285-
1 p.
|
artikel
|
| 171 |
Expert assistant for updating axial pile capacity from pile driving observations
|
|
|
1993
|
30 |
5 |
p. 310-
1 p.
|
artikel
|
| 172 |
Extension of acid fracture penetration by drastic fluid-loss control
|
|
|
1993
|
30 |
5 |
p. 279-
1 p.
|
artikel
|
| 173 |
Fabric changes induced in a cemented shale through consolidation and shear
|
|
|
1993
|
30 |
5 |
p. 274-
1 p.
|
artikel
|
| 174 |
Failure of dock piles due to settlement of embankment
|
|
|
1993
|
30 |
5 |
p. 315-
1 p.
|
artikel
|
| 175 |
Failure of the Carsington Dam
|
|
|
1993
|
30 |
5 |
p. 313-
1 p.
|
artikel
|
| 176 |
Fast foundation for soft clay
|
|
|
1993
|
30 |
5 |
p. 309-
1 p.
|
artikel
|
| 177 |
Fault proximity surveys in coal using guided seismic waves — numerical modelling
|
|
|
1993
|
30 |
5 |
p. 296-
1 p.
|
artikel
|
| 178 |
Field dependence of magnetic anisotropy in pyrrhotite: effects of texture and grain shape
|
|
|
1993
|
30 |
5 |
p. 284-
1 p.
|
artikel
|
| 179 |
Field measurements versus analysis in geptechnical engineering problems
|
|
|
1993
|
30 |
5 |
p. 299-
1 p.
|
artikel
|
| 180 |
Field testing of a geotextile as a manure reservoir liner
|
|
|
1993
|
30 |
5 |
p. 330-
1 p.
|
artikel
|
| 181 |
Field testing of low-friction-gauge PDC bits
|
|
|
1993
|
30 |
5 |
p. 302-
1 p.
|
artikel
|
| 182 |
Filtration opening size of geotextiles by hydrodynamic sieving
|
|
|
1993
|
30 |
5 |
p. 330-
1 p.
|
artikel
|
| 183 |
Finite element analysis of jointed rock masses and engineering application
|
Zhu, W.
|
|
1993
|
30 |
5 |
p. 537-544
8 p.
|
artikel
|
| 184 |
Flow-through leach testing of solidified waste using a modified triaxial cell
|
|
|
1993
|
30 |
5 |
p. 283-
1 p.
|
artikel
|
| 185 |
Fluid induced instabilities of the upper crust: the example of hydrocarbon extraction (in French)
|
|
|
1993
|
30 |
5 |
p. 329-
1 p.
|
artikel
|
| 186 |
Forced fluid flow through fractured reservoirs modelling
|
|
|
1993
|
30 |
5 |
p. 288-
1 p.
|
artikel
|
| 187 |
Force-displacement behavior of flexible plate anchors Technical note
|
|
|
1993
|
30 |
5 |
p. 304-
1 p.
|
artikel
|
| 188 |
Four-dimensional analysis of fracture arrays at Aspo hard rock laboratory, SE Sweden
|
|
|
1993
|
30 |
5 |
p. 274-
1 p.
|
artikel
|
| 189 |
Fracture energy release and size effect in borehole breakout
|
|
|
1993
|
30 |
5 |
p. 323-
1 p.
|
artikel
|
| 190 |
Fracture mechanics in hydraulic fracturing
|
|
|
1993
|
30 |
5 |
p. 331-
1 p.
|
artikel
|
| 191 |
Fracture propagation and coalescence in marble plates with pre-cut notches under compression
|
|
|
1993
|
30 |
5 |
p. 279-
1 p.
|
artikel
|
| 192 |
Fracture statistics derived from digital ultrasonic televiewer logging
|
|
|
1993
|
30 |
5 |
p. 295-
1 p.
|
artikel
|
| 193 |
Fracture toughness testing of core-based specimens by acoustic emission
|
|
|
1993
|
30 |
5 |
p. 331-
1 p.
|
artikel
|
| 194 |
Fragment size distributions and rock joints
|
|
|
1993
|
30 |
5 |
p. 300-
1 p.
|
artikel
|
| 195 |
Framework for the behaviour of unsaturated expansive clays
|
|
|
1993
|
30 |
5 |
p. 289-
1 p.
|
artikel
|
| 196 |
Frictional properties of steel model pile in clay
|
|
|
1993
|
30 |
5 |
p. 311-
1 p.
|
artikel
|
| 197 |
Friction at the cohesionless soil-structure interface: effect of various parameters according to a classic study and a new approach. Technical note
|
|
|
1993
|
30 |
5 |
p. 281-
1 p.
|
artikel
|
| 198 |
Functions of flow from porous rock blocks
|
|
|
1993
|
30 |
5 |
p. 286-287
2 p.
|
artikel
|
| 199 |
Fundamental solutions of Biot's equations of dynamic poroelasticity
|
|
|
1993
|
30 |
5 |
p. 292-
1 p.
|
artikel
|
| 200 |
Gamma-ray logging of outcrops by a truck-mounted sonde. Geologic note
|
|
|
1993
|
30 |
5 |
p. 294-
1 p.
|
artikel
|
| 201 |
General approach to the geotechnical inverse problem
|
|
|
1993
|
30 |
5 |
p. 298-
1 p.
|
artikel
|
| 202 |
Geophysical monitoring of ‘rock bolt/rock mass’ system and its variation with time during construction of large underground works
|
|
|
1993
|
30 |
5 |
p. 297-
1 p.
|
artikel
|
| 203 |
Global behavior of compressible three-phase flow in heterogeneous porous media
|
|
|
1993
|
30 |
5 |
p. 287-
1 p.
|
artikel
|
| 204 |
Gmax-qc relationships for clays
|
|
|
1993
|
30 |
5 |
p. 275-
1 p.
|
artikel
|
| 205 |
Ground assessment for the construction of large underground excavations at Ashanti Goldfields Corporation (GH) Limited, Ghana
|
|
|
1993
|
30 |
5 |
p. 294-
1 p.
|
artikel
|
| 206 |
Ground support investigations and practices at Mount Isa
|
|
|
1993
|
30 |
5 |
p. 305-
1 p.
|
artikel
|
| 207 |
Ground vibrations caused by the construction and operation of transport systems
|
|
|
1993
|
30 |
5 |
p. 329-
1 p.
|
artikel
|
| 208 |
1g small-scale modelling of saturated cohesive soils
|
|
|
1993
|
30 |
5 |
p. 270-
1 p.
|
artikel
|
| 209 |
Guided wave propagation across sharp lateral heterogeneities: the complete wavefield at a cylindrical inclusion
|
|
|
1993
|
30 |
5 |
p. 291-
1 p.
|
artikel
|
| 210 |
High amplitude folding of linear-viscous multilayers
|
|
|
1993
|
30 |
5 |
p. 269-
1 p.
|
artikel
|
| 211 |
Hollow cylinder torsional simple shear apparatus capable of a wide range of shear strain measurement
|
|
|
1993
|
30 |
5 |
p. 274-
1 p.
|
artikel
|
| 212 |
Horizontal well damage characterization and removal
|
|
|
1993
|
30 |
5 |
p. 287-
1 p.
|
artikel
|
| 213 |
Human factors in civil and geotechnical engineering failures
|
|
|
1993
|
30 |
5 |
p. 308-
1 p.
|
artikel
|
| 214 |
Hydraulic conductivity of compacted clay frozen and thawed in situ
|
|
|
1993
|
30 |
5 |
p. 273-
1 p.
|
artikel
|
| 215 |
Hydraulic roughness increase and decline of the capacity of large diameter water tunnels
|
|
|
1993
|
30 |
5 |
p. 325-
1 p.
|
artikel
|
| 216 |
Important consequences of stress release in the stability of excavations
|
|
|
1993
|
30 |
5 |
p. 322-
1 p.
|
artikel
|
| 217 |
Improvement of rock properties by bolting in the plastic zone around a tunnel: A numerical study
|
Reed, M.B.
|
|
1993
|
30 |
5 |
p. 567-571
5 p.
|
artikel
|
| 218 |
Improving microfine cement suspensions with regard to chemical resistance and groutability (In German)
|
|
|
1993
|
30 |
5 |
p. 306-
1 p.
|
artikel
|
| 219 |
Incident P and SV wave scattering effects under different canyon topographic and geological conditions
|
|
|
1993
|
30 |
5 |
p. 270-
1 p.
|
artikel
|
| 220 |
Inclined shafts in coal strata: the role of the rock mechanics engineer
|
|
|
1993
|
30 |
5 |
p. 326-
1 p.
|
artikel
|
| 221 |
Increasing the stability of underground workings by using the residual rock strength
|
|
|
1993
|
30 |
5 |
p. 322-
1 p.
|
artikel
|
| 222 |
Indicators of grindability and grinding efficiency
|
|
|
1993
|
30 |
5 |
p. 304-
1 p.
|
artikel
|
| 223 |
Indirect method for quantification of the evolution of thermally induced microfissures in carbonate rocks (In French)
|
|
|
1993
|
30 |
5 |
p. 278-
1 p.
|
artikel
|
| 224 |
Induced gravity anomalies and rock-burst risk in coal mines: a case history
|
|
|
1993
|
30 |
5 |
p. 295-
1 p.
|
artikel
|
| 225 |
Influence of confining pressure and water saturation on dynamic elastic properties of some Permian coals
|
|
|
1993
|
30 |
5 |
p. 291-
1 p.
|
artikel
|
| 226 |
Influence of core thickness and inclination on stability of dams
|
|
|
1993
|
30 |
5 |
p. 313-314
2 p.
|
artikel
|
| 227 |
Influence of in situ stress field on the stability of mine tunnels
|
|
|
1993
|
30 |
5 |
p. 323-
1 p.
|
artikel
|
| 228 |
Influence of lithology and Neogene uplift on seismic velocities in Denmark: Implications for depth conversion of maps
|
|
|
1993
|
30 |
5 |
p. 294-
1 p.
|
artikel
|
| 229 |
Influence of rock joint deformations on uplift pressure in concrete gravity dam foundations: field measurements and interpretation
|
|
|
1993
|
30 |
5 |
p. 313-
1 p.
|
artikel
|
| 230 |
Influence of the chemical composition of smectites on the physical properties of bentonite (In German)
|
|
|
1993
|
30 |
5 |
p. 283-
1 p.
|
artikel
|
| 231 |
In situ stress measurements and their application for tunnel design in northern Taiwan
|
|
|
1993
|
30 |
5 |
p. 324-
1 p.
|
artikel
|
| 232 |
Interaction between the wellbore and pressure-induced fractures
|
|
|
1993
|
30 |
5 |
p. 331-
1 p.
|
artikel
|
| 233 |
Interactive analysis of behaviour of raft-pile foundations
|
|
|
1993
|
30 |
5 |
p. 312-
1 p.
|
artikel
|
| 234 |
Internal structure and weakening mechanisms of the San Andreas fault
|
|
|
1993
|
30 |
5 |
p. 270-
1 p.
|
artikel
|
| 235 |
Interpretation of horizontal and mixed-mode fractures in hydraulic fracturing tests in rocks
|
|
|
1993
|
30 |
5 |
p. 294-
1 p.
|
artikel
|
| 236 |
Interpretation of undrained self-boring pressuremeter test results incorporating unloading
|
|
|
1993
|
30 |
5 |
p. 274-
1 p.
|
artikel
|
| 237 |
Investigation into embankment failure at Kolaghat
|
|
|
1993
|
30 |
5 |
p. 316-
1 p.
|
artikel
|
| 238 |
Investigation of the failure of Carsington Dam. Technical note
|
|
|
1993
|
30 |
5 |
p. 313-
1 p.
|
artikel
|
| 239 |
Jacking fibreglass in New York
|
|
|
1993
|
30 |
5 |
p. 328-
1 p.
|
artikel
|
| 240 |
Joint aperture measurements — an experimental technique
|
|
|
1993
|
30 |
5 |
p. 288-
1 p.
|
artikel
|
| 241 |
Joint network modelling with a validation exercise in Stripa mine, Sweden
|
Kulatilake, P.H.S.W.
|
|
1993
|
30 |
5 |
p. 503-526
24 p.
|
artikel
|
| 242 |
Kirchoff migration and velocity analysis for converted and nonconverted waves in anisotropic media
|
|
|
1993
|
30 |
5 |
p. 298-
1 p.
|
artikel
|
| 243 |
Laboratory and field leaching tests on coastal salt-bearing soils
|
|
|
1993
|
30 |
5 |
p. 284-
1 p.
|
artikel
|
| 244 |
Laboratory evaluation of the discharge capacity of prefabricated band-shaped drains
|
|
|
1993
|
30 |
5 |
p. 330-
1 p.
|
artikel
|
| 245 |
Laboratory investigation into the settlement of a foundation on geogrid-reinforced sand due to cyclic load
|
|
|
1993
|
30 |
5 |
p. 309-
1 p.
|
artikel
|
| 246 |
Laboratory investigation of scale effect in mechanical behavior of rock joint
|
|
|
1993
|
30 |
5 |
p. 282-
1 p.
|
artikel
|
| 247 |
Laboratory studies on a new laser Doopler Velocimeter system for horizontal groundwater velocity measurements in a borehole
|
|
|
1993
|
30 |
5 |
p. 299-
1 p.
|
artikel
|
| 248 |
Laboratory study of effects of in situ stress state and strength on fluid-induced seismicity
|
|
|
1993
|
30 |
5 |
p. 279-
1 p.
|
artikel
|
| 249 |
Laboratory testing and parameters controlling the shear strength of filled rock joints
|
|
|
1993
|
30 |
5 |
p. 275-
1 p.
|
artikel
|
| 250 |
Landslides and associated ground failures in the epicentral region of the October 1989, Loma Prieta Earthquake - factors affecting the distribution and nature of seismically induced landsliding
|
|
|
1993
|
30 |
5 |
p. 319-
1 p.
|
artikel
|
| 251 |
Large-scale triaxial testing of greywacke rockfill
|
|
|
1993
|
30 |
5 |
p. 275-
1 p.
|
artikel
|
| 252 |
Large steel pipe piles for long friction piles
|
|
|
1993
|
30 |
5 |
p. 311-
1 p.
|
artikel
|
| 253 |
Laser-aided tomography: a tool for visualization of changes in the fabric of granular assemblage
|
|
|
1993
|
30 |
5 |
p. 319-
1 p.
|
artikel
|
| 254 |
Lateral capacity of piles in layered soils using p-y curves
|
|
|
1993
|
30 |
5 |
p. 310-
1 p.
|
artikel
|
| 255 |
Lateral resistance of single pile under large repeated load
|
|
|
1993
|
30 |
5 |
p. 312-
1 p.
|
artikel
|
| 256 |
Lateral response to monotonic pile head loading
|
|
|
1993
|
30 |
5 |
p. 309-
1 p.
|
artikel
|
| 257 |
Leak detection from large storage tanks using seismic boundary waves
|
|
|
1993
|
30 |
5 |
p. 299-
1 p.
|
artikel
|
| 258 |
Learning to cope with faults
|
|
|
1993
|
30 |
5 |
p. 272-
1 p.
|
artikel
|
| 259 |
Learning to cope with faults
|
|
|
1993
|
30 |
5 |
p. 272-
1 p.
|
artikel
|
| 260 |
Linear-transform techniques for processing shear-wave anisotropy in four-component seismic data
|
|
|
1993
|
30 |
5 |
p. 298-
1 p.
|
artikel
|
| 261 |
Linkage of geomechanical mapping, numerical modelling and microseismic monitoring for mine design — a case study
|
|
|
1993
|
30 |
5 |
p. 329-
1 p.
|
artikel
|
| 262 |
Linking between joint geometry models and a distinct element method in 3D to perform stress analyses in rock masses containing non-persistent joints
|
|
|
1993
|
30 |
5 |
p. 300-
1 p.
|
artikel
|
| 263 |
Liquefaction of low plasticity silts
|
|
|
1993
|
30 |
5 |
p. 292-
1 p.
|
artikel
|
| 264 |
Liquefaction resistance of cemented sands under multidirectional cyclic loading. Note
|
|
|
1993
|
30 |
5 |
p. 291-
1 p.
|
artikel
|
| 265 |
Liquefaction sand boils in San Francisco during 1989 Loma Prieta Earthquake
|
|
|
1993
|
30 |
5 |
p. 292-
1 p.
|
artikel
|
| 266 |
Local site effects on weak and strong ground motion
|
|
|
1993
|
30 |
5 |
p. 271-
1 p.
|
artikel
|
| 267 |
Long-term behavior of laterally loaded pile in clay
|
|
|
1993
|
30 |
5 |
p. 311-
1 p.
|
artikel
|
| 268 |
Low and high temperature materials storage in rock caverns
|
|
|
1993
|
30 |
5 |
p. 326-
1 p.
|
artikel
|
| 269 |
Low-compliance bi-directional cyclic simple shear apparatus
|
|
|
1993
|
30 |
5 |
p. 275-
1 p.
|
artikel
|
| 270 |
Magnetic induction applied to borehole deviation problems
|
|
|
1993
|
30 |
5 |
p. 296-
1 p.
|
artikel
|
| 271 |
Mathematical modelling of scale effects in rock joints
|
|
|
1993
|
30 |
5 |
p. 276-
1 p.
|
artikel
|
| 272 |
Measurement and analysis of convergence displacement in a circular tunnel
|
|
|
1993
|
30 |
5 |
p. 281-
1 p.
|
artikel
|
| 273 |
Measurement of critical state parameters of dense granular soils
|
|
|
1993
|
30 |
5 |
p. 275-
1 p.
|
artikel
|
| 274 |
Measurement of fracture energy during single-particle fracture
|
|
|
1993
|
30 |
5 |
p. 304-
1 p.
|
artikel
|
| 275 |
Measurement of rock mass properties for mine design
|
|
|
1993
|
30 |
5 |
p. 281-
1 p.
|
artikel
|
| 276 |
Measurement of stiffness of soils and weak rocks in laboratory tests
|
|
|
1993
|
30 |
5 |
p. 277-
1 p.
|
artikel
|
| 277 |
Mechanics of cemented carbonate sands
|
|
|
1993
|
30 |
5 |
p. 275-
1 p.
|
artikel
|
| 278 |
Method for predicting subsidence in underground mine workings (in German)
|
|
|
1993
|
30 |
5 |
p. 328-
1 p.
|
artikel
|
| 279 |
Method for the determination of coefficient of consolidation. Technical note
|
|
|
1993
|
30 |
5 |
p. 290-
1 p.
|
artikel
|
| 280 |
Microcrack formation and material softening in rock measured by monitoring acoustic emissions
|
|
|
1993
|
30 |
5 |
p. 279-
1 p.
|
artikel
|
| 281 |
Microcrack interaction leading to shear fracture
|
|
|
1993
|
30 |
5 |
p. 280-
1 p.
|
artikel
|
| 282 |
Microseismic logging: a new hydraulic fracture diagnostic method
|
|
|
1993
|
30 |
5 |
p. 279-
1 p.
|
artikel
|
| 283 |
Model for a moving interface in a layered coastal aquifer
|
|
|
1993
|
30 |
5 |
p. 274-
1 p.
|
artikel
|
| 284 |
Modeling of acid-fracturing treatments
|
|
|
1993
|
30 |
5 |
p. 279-
1 p.
|
artikel
|
| 285 |
Modeling of lateral spreads in silty sands by sliding soil blocks
|
|
|
1993
|
30 |
5 |
p. 293-
1 p.
|
artikel
|
| 286 |
Modeling of the elastic properties of a schistose rock from seismic measurements
|
|
|
1993
|
30 |
5 |
p. 293-
1 p.
|
artikel
|
| 287 |
Modeling radon transport in dry, cracked soil
|
|
|
1993
|
30 |
5 |
p. 284-
1 p.
|
artikel
|
| 288 |
Modelling of coupled hydraulic thermal and mechanical processes in the simulation of hot dry rock reservoir behaviour
|
|
|
1993
|
30 |
5 |
p. 289-
1 p.
|
artikel
|
| 289 |
Modelling rock mechanical processes in petroleum exploration and production
|
|
|
1993
|
30 |
5 |
p. 279-
1 p.
|
artikel
|
| 290 |
Model test for the determination of the structural behaviour of a woven-geogrid-reinforced wall (In German)
|
|
|
1993
|
30 |
5 |
p. 307-
1 p.
|
artikel
|
| 291 |
Modified bromhead ring shear apparatus
|
|
|
1993
|
30 |
5 |
p. 275-
1 p.
|
artikel
|
| 292 |
Modular subsurface data acquisition system (MOSDAX) for real-time multi-level groundwater monitoring
|
|
|
1993
|
30 |
5 |
p. 300-
1 p.
|
artikel
|
| 293 |
Modulus decomposition of compressional and shear velocities in sand bodies
|
|
|
1993
|
30 |
5 |
p. 291-292
2 p.
|
artikel
|
| 294 |
Modulus dispersion and attenuation in tuff and granite
|
|
|
1993
|
30 |
5 |
p. 293-
1 p.
|
artikel
|
| 295 |
Monitoring for support design — a case study
|
|
|
1993
|
30 |
5 |
p. 322-
1 p.
|
artikel
|
| 296 |
Monitoring of a large underground power house cavity
|
|
|
1993
|
30 |
5 |
p. 321-
1 p.
|
artikel
|
| 297 |
Monitoring of clay core: Mangla Dam project
|
|
|
1993
|
30 |
5 |
p. 313-
1 p.
|
artikel
|
| 298 |
Monitoring of loosened zone around rock caverns by acoustic emission measurement
|
|
|
1993
|
30 |
5 |
p. 297-
1 p.
|
artikel
|
| 299 |
Monitoring the deformation of a sensitive industrial process
|
|
|
1993
|
30 |
5 |
p. 299-
1 p.
|
artikel
|
| 300 |
Moundless breakwater with wide footing on soft ground — bending type pile
|
|
|
1993
|
30 |
5 |
p. 315-
1 p.
|
artikel
|
| 301 |
Movement of bridge abutment due to cyclic loading
|
|
|
1993
|
30 |
5 |
p. 311-
1 p.
|
artikel
|
| 302 |
Moving-grid finite element modelling of thermal ablation and consolidation in porous media
|
|
|
1993
|
30 |
5 |
p. 284-
1 p.
|
artikel
|
| 303 |
Multipath diffusion: a general numerical model
|
|
|
1993
|
30 |
5 |
p. 283-
1 p.
|
artikel
|
| 304 |
Natural landslides
|
|
|
1993
|
30 |
5 |
p. 317-
1 p.
|
artikel
|
| 305 |
Nature and weathering of the mortars used in the restoration of the Temple of Amon at Karnak (in French)
|
|
|
1993
|
30 |
5 |
p. 330-
1 p.
|
artikel
|
| 306 |
New method for geometrical classification of large data sets of folds
|
|
|
1993
|
30 |
5 |
p. 269-
1 p.
|
artikel
|
| 307 |
New method for prospect appraisal
|
|
|
1993
|
30 |
5 |
p. 298-
1 p.
|
artikel
|
| 308 |
New method of designing eccentrically-obliquely loaded footings
|
|
|
1993
|
30 |
5 |
p. 310-311
2 p.
|
artikel
|
| 309 |
New method to test the rock breaking properties of explosives in full scale
|
|
|
1993
|
30 |
5 |
p. 303-
1 p.
|
artikel
|
| 310 |
New model of shear strength of simulated rock joints
|
|
|
1993
|
30 |
5 |
p. 281-
1 p.
|
artikel
|
| 311 |
New perspectives on soil creep
|
|
|
1993
|
30 |
5 |
p. 281-
1 p.
|
artikel
|
| 312 |
New technical guide: The construction of embankments and improved subgrades (In French)
|
|
|
1993
|
30 |
5 |
p. 299-
1 p.
|
artikel
|
| 313 |
New technology in shaft sinking the Craig project
|
|
|
1993
|
30 |
5 |
p. 325-326
2 p.
|
artikel
|
| 314 |
New traveling sand pluviator to reconstitute specimens of well-graded silty sands
|
|
|
1993
|
30 |
5 |
p. 274-
1 p.
|
artikel
|
| 315 |
Nonlinear model for fracture at the concrete-rock interface
|
|
|
1993
|
30 |
5 |
p. 282-
1 p.
|
artikel
|
| 316 |
Nor-Sand: a simple critical state model for sand
|
|
|
1993
|
30 |
5 |
p. 276-
1 p.
|
artikel
|
| 317 |
Numerical evaluation of Terzaghi's N-gamma. Technical note
|
|
|
1993
|
30 |
5 |
p. 310-
1 p.
|
artikel
|
| 318 |
Numerical modelling of heat and moisture transport through bentonite-sand buffer
|
|
|
1993
|
30 |
5 |
p. 282-
1 p.
|
artikel
|
| 319 |
Numerical modelling of piled bridge abutments on soft ground
|
|
|
1993
|
30 |
5 |
p. 309-
1 p.
|
artikel
|
| 320 |
Numerical simulation of seasonal drying in an unsaturated clay soil
|
|
|
1993
|
30 |
5 |
p. 284-
1 p.
|
artikel
|
| 321 |
Numerical simulation with experimental verification of the fracture behavior in granite under confining pressures based on the tension-softening model
|
|
|
1993
|
30 |
5 |
p. 278-279
2 p.
|
artikel
|
| 322 |
Obtaining the minimum horizontal stress from microfracture test data: a new approach using a derivative algorithm
|
|
|
1993
|
30 |
5 |
p. 294-
1 p.
|
artikel
|
| 323 |
One-dimensional solute transport modelling in aggregated porous media. Part.2. Effects of aggregate size distribution
|
|
|
1993
|
30 |
5 |
p. 286-
1 p.
|
artikel
|
| 324 |
One-dimensional solute transport modelling in aggregated porous media. Part 1. Model description and numerical solution
|
|
|
1993
|
30 |
5 |
p. 286-
1 p.
|
artikel
|
| 325 |
Optimum depth of partial cut off with blanket in stratified foundations of Kapur Dam
|
|
|
1993
|
30 |
5 |
p. 314-
1 p.
|
artikel
|
| 326 |
Ore pass design and support at Falconbridge limited
|
|
|
1993
|
30 |
5 |
p. 326-
1 p.
|
artikel
|
| 327 |
Overview of the choice of seismic motion parameters for use in seismic design
|
|
|
1993
|
30 |
5 |
p. 272-
1 p.
|
artikel
|
| 328 |
Parametric infinite element for seepage analysis
|
|
|
1993
|
30 |
5 |
p. 273-
1 p.
|
artikel
|
| 329 |
PC-based data acquisition and analysis software for hydraulic fracturing stress measurements
|
|
|
1993
|
30 |
5 |
p. 294-
1 p.
|
artikel
|
| 330 |
Performance of deep-corrugated steel box-type culvert
|
|
|
1993
|
30 |
5 |
p. 315-
1 p.
|
artikel
|
| 331 |
Performance of ground freezing for excavation work
|
|
|
1993
|
30 |
5 |
p. 308-
1 p.
|
artikel
|
| 332 |
Performance of test fill constructed on soft peat
|
|
|
1993
|
30 |
5 |
p. 314-
1 p.
|
artikel
|
| 333 |
Performance of the cable-bolted roof of a working chamber of the underground mine at Sotiel (Andalusia-Spain) (In French)
|
|
|
1993
|
30 |
5 |
p. 305-
1 p.
|
artikel
|
| 334 |
Performance study of a large cavern for Chhibro underground powerhouse complex
|
|
|
1993
|
30 |
5 |
p. 325-
1 p.
|
artikel
|
| 335 |
Permeability and effective pore pressure of shales
|
|
|
1993
|
30 |
5 |
p. 287-
1 p.
|
artikel
|
| 336 |
Petroleum related rock mechanics
|
|
|
1993
|
30 |
5 |
p. 320-
1 p.
|
artikel
|
| 337 |
Physical properties governing groundwater flow in a glacial till catchment
|
|
|
1993
|
30 |
5 |
p. 273-
1 p.
|
artikel
|
| 338 |
Physical simulation tests on jointed rock and strength prediction
|
Zhu, W.
|
|
1993
|
30 |
5 |
p. 545-550
6 p.
|
artikel
|
| 339 |
Piled rafts in swelling or consolidating soils. Technical note
|
|
|
1993
|
30 |
5 |
p. 309-310
2 p.
|
artikel
|
| 340 |
Plastic waste low-weight embankments for pavements construction on soft soil
|
|
|
1993
|
30 |
5 |
p. 314-
1 p.
|
artikel
|
| 341 |
Plate-load tests of collapsible soils. Technical note
|
|
|
1993
|
30 |
5 |
p. 290-
1 p.
|
artikel
|
| 342 |
Pore-based mechanism of dilatancy and fracture of rocks under compression
|
|
|
1993
|
30 |
5 |
p. 280-
1 p.
|
artikel
|
| 343 |
Pore pressure dissipation and settlements of soft deposits under embankment loads
|
|
|
1993
|
30 |
5 |
p. 290-
1 p.
|
artikel
|
| 344 |
Positive and negative skin friction on a pile in soft clayey ground at Haneda
|
|
|
1993
|
30 |
5 |
p. 312-
1 p.
|
artikel
|
| 345 |
Possible secondary fracture patterns due to a change in the direction of loading
|
|
|
1993
|
30 |
5 |
p. 280-
1 p.
|
artikel
|
| 346 |
Post-deforestation soil loss from steepland hillslopes in Taranaki, New Zealand Blaschke P.M.
|
|
|
1993
|
30 |
5 |
p. 270-
1 p.
|
artikel
|
| 347 |
Predicting deformation and stability of a large power plant under construction by monitoring in openings
|
|
|
1993
|
30 |
5 |
p. 321-
1 p.
|
artikel
|
| 348 |
Predicting effects of subsidence on landfill caps
|
|
|
1993
|
30 |
5 |
p. 279-
1 p.
|
artikel
|
| 349 |
Prediction and measurement of settlement of the buildings on reclaimed land
|
|
|
1993
|
30 |
5 |
p. 312-
1 p.
|
artikel
|
| 350 |
Prediction of bedding intrusion into low-strength subgrades. Technical note
|
|
|
1993
|
30 |
5 |
p. 308-
1 p.
|
artikel
|
| 351 |
Prediction of blast-induced swell by means of computer simulations
|
|
|
1993
|
30 |
5 |
p. 301-
1 p.
|
artikel
|
| 352 |
Prediction of 1-D pollutant migration in stabilization of clay-liners
|
|
|
1993
|
30 |
5 |
p. 289-
1 p.
|
artikel
|
| 353 |
Prediction of rock and gas outburst occurence
|
|
|
1993
|
30 |
5 |
p. 328-
1 p.
|
artikel
|
| 354 |
Prediction of subsidence in the Indo-gangetic basin caused by groundwater withdrawal
|
|
|
1993
|
30 |
5 |
p. 328-
1 p.
|
artikel
|
| 355 |
Prediction of water flow into rock tunnels: an analytical solution assuming an hydraulic conductivity gradient
|
|
|
1993
|
30 |
5 |
p. 328-
1 p.
|
artikel
|
| 356 |
Probabilistic assessment of pile interfence
|
|
|
1993
|
30 |
5 |
p. 310-
1 p.
|
artikel
|
| 357 |
Probabilistic evaluation of bearing capacity of shallow foundations
|
|
|
1993
|
30 |
5 |
p. 310-
1 p.
|
artikel
|
| 358 |
Probabilistic key-block analysis for support design and effects of mining-induced stress on key-block stability — a case study
|
|
|
1993
|
30 |
5 |
p. 300-
1 p.
|
artikel
|
| 359 |
Probabilistic sensitivity analysis for one-dimensional reactive transport in porous media
|
|
|
1993
|
30 |
5 |
p. 288-
1 p.
|
artikel
|
| 360 |
Probability distributions for hydraulic conductivity of compacted soil liners
|
|
|
1993
|
30 |
5 |
p. 286-
1 p.
|
artikel
|
| 361 |
Problems and promises of index testing of rocks
|
|
|
1993
|
30 |
5 |
p. 278-
1 p.
|
artikel
|
| 362 |
Progressive failure of lower San Fernando Dam
|
|
|
1993
|
30 |
5 |
p. 319-
1 p.
|
artikel
|
| 363 |
Progressive failure of the Carsington Dam: a numerical study
|
|
|
1993
|
30 |
5 |
p. 312-313
2 p.
|
artikel
|
| 364 |
Pullout behavior of pile and plate anchors in clay
|
|
|
1993
|
30 |
5 |
p. 306-
1 p.
|
artikel
|
| 365 |
Pull-out resistance of geogrid reinforcements
|
|
|
1993
|
30 |
5 |
p. 307-
1 p.
|
artikel
|
| 366 |
Putting ground vibration predictions into practice
|
|
|
1993
|
30 |
5 |
p. 302-
1 p.
|
artikel
|
| 367 |
Quantification of crystallographic preferred orientation using magnetic anisotropy. Short note
|
|
|
1993
|
30 |
5 |
p. 284-
1 p.
|
artikel
|
| 368 |
Quantitative approach to physical and chemical gold mobility in equatorial rainforest lateritic environment
|
|
|
1993
|
30 |
5 |
p. 269-
1 p.
|
artikel
|
| 369 |
Reinforcement of soils by multioriented geosynthetic inclusions
|
|
|
1993
|
30 |
5 |
p. 307-
1 p.
|
artikel
|
| 370 |
Relating P-wave attenuation to permeability
|
|
|
1993
|
30 |
5 |
p. 291-
1 p.
|
artikel
|
| 371 |
Relationship of seismic hazard studies to seismic codes in the United States
|
|
|
1993
|
30 |
5 |
p. 271-
1 p.
|
artikel
|
| 372 |
Relative probabilities of joint intersections
|
|
|
1993
|
30 |
5 |
p. 300-
1 p.
|
artikel
|
| 373 |
Remedial actions for a deep excavation - a case history
|
|
|
1993
|
30 |
5 |
p. 317-318
2 p.
|
artikel
|
| 374 |
Reservoir characterisation applying high-resolution seismic profiling, Rabis Creek, Denmark
|
|
|
1993
|
30 |
5 |
p. 296-
1 p.
|
artikel
|
| 375 |
Response of earth dams subjected to Earthquake fault rupture
|
|
|
1993
|
30 |
5 |
p. 319-
1 p.
|
artikel
|
| 376 |
Restoration of pile foundation displacement by sand compaction pile method
|
|
|
1993
|
30 |
5 |
p. 308-
1 p.
|
artikel
|
| 377 |
Reverse circulation air drilling can reduce well bone damage
|
|
|
1993
|
30 |
5 |
p. 302-
1 p.
|
artikel
|
| 378 |
Review of computerisation in tunnel drilling
|
|
|
1993
|
30 |
5 |
p. 302-
1 p.
|
artikel
|
| 379 |
Revision of attenuation formula considering the effect of fault size to evaluate strong motion spectra in near field
|
|
|
1993
|
30 |
5 |
p. 271-
1 p.
|
artikel
|
| 380 |
Rock anchorage practice in civil engineering
|
|
|
1993
|
30 |
5 |
p. 305-
1 p.
|
artikel
|
| 381 |
Rockburst prevention by hydraulic softening method
|
|
|
1993
|
30 |
5 |
p. 329-
1 p.
|
artikel
|
| 382 |
Rock cutting with rotating high-pressure water jets (In German)
|
|
|
1993
|
30 |
5 |
p. 304-
1 p.
|
artikel
|
| 383 |
Rock engineering mechanisms information technology (REMIT): Part I — the basic method: Part II — illustrative case examples
|
|
|
1993
|
30 |
5 |
p. 302-
1 p.
|
artikel
|
| 384 |
Rockfill placement and compaction guidelines
|
|
|
1993
|
30 |
5 |
p. 290-
1 p.
|
artikel
|
| 385 |
Rock fracture-toughness determination by the Brazilian test
|
|
|
1993
|
30 |
5 |
p. 331-
1 p.
|
artikel
|
| 386 |
Rock mass characterization at Tara zinc-lead mine, Eire
|
|
|
1993
|
30 |
5 |
p. 293-294
2 p.
|
artikel
|
| 387 |
Rock mass characterization system for rock slope stability analysis
|
|
|
1993
|
30 |
5 |
p. 308-
1 p.
|
artikel
|
| 388 |
Rock reinforcement design for a shallow large-span cavern
|
|
|
1993
|
30 |
5 |
p. 305-
1 p.
|
artikel
|
| 389 |
Rock-support interaction at a drift of the Molai mine
|
|
|
1993
|
30 |
5 |
p. 326-
1 p.
|
artikel
|
| 390 |
Room temperature creep in saturated granite
|
|
|
1993
|
30 |
5 |
p. 280-
1 p.
|
artikel
|
| 391 |
RQD-fracture frequency chart based on a Weibull distribution
|
Şen, Z.
|
|
1993
|
30 |
5 |
p. 555-557
3 p.
|
artikel
|
| 392 |
Rupture mechanism and interface separation in foam rubber models of earthquakes: a possible solution to the heat flow paradox and the paradox of large overthrusts
|
|
|
1993
|
30 |
5 |
p. 271-
1 p.
|
artikel
|
| 393 |
Rupture processes of the 1987–1988 Gulf of Alaska earthquake sequence
|
|
|
1993
|
30 |
5 |
p. 270-
1 p.
|
artikel
|
| 394 |
Sampling sediment on a complex site
|
|
|
1993
|
30 |
5 |
p. 297-
1 p.
|
artikel
|
| 395 |
Sand deformations around a plate anchor subjected to an uplift load
|
|
|
1993
|
30 |
5 |
p. 305-
1 p.
|
artikel
|
| 396 |
SASW repeated testing for rock mass changes and impact of reflections from discontinuities on acquired data
|
|
|
1993
|
30 |
5 |
p. 293-
1 p.
|
artikel
|
| 397 |
Scale effect evaluation on natural discontinuity shear strength
|
|
|
1993
|
30 |
5 |
p. 282-
1 p.
|
artikel
|
| 398 |
Scale effects in the determination of mechanical properties of jointed rock masses
|
|
|
1993
|
30 |
5 |
p. 276-
1 p.
|
artikel
|
| 399 |
Sea salt dependent electrical conduction in polar ice
|
|
|
1993
|
30 |
5 |
p. 330-
1 p.
|
artikel
|
| 400 |
Seismic bearing capacity of soils. Technical note
|
|
|
1993
|
30 |
5 |
p. 309-
1 p.
|
artikel
|
| 401 |
Seismic hazard at Tehri dam
|
|
|
1993
|
30 |
5 |
p. 319-
1 p.
|
artikel
|
| 402 |
Seismic modeling in viscoelastic media
|
|
|
1993
|
30 |
5 |
p. 291-
1 p.
|
artikel
|
| 403 |
Seismic relationships for rockbursting using energy considerations
|
|
|
1993
|
30 |
5 |
p. 329-
1 p.
|
artikel
|
| 404 |
Seismic retrofit analysis of a homogeneous earthfill dam
|
|
|
1993
|
30 |
5 |
p. 319-320
2 p.
|
artikel
|
| 405 |
Seismotectonic models and physical parameters of faults in the United States
|
|
|
1993
|
30 |
5 |
p. 272-
1 p.
|
artikel
|
| 406 |
Selection of ground motions for the seismic evaluation of embankments
|
|
|
1993
|
30 |
5 |
p. 319-
1 p.
|
artikel
|
| 407 |
Semi-empirical estimation of peak ground acceleration from large Earthquakes
|
|
|
1993
|
30 |
5 |
p. 272-
1 p.
|
artikel
|
| 408 |
SEM study of fracture development in rock materials
|
|
|
1993
|
30 |
5 |
p. 280-
1 p.
|
artikel
|
| 409 |
Sensitivity analysis of ice motion near Adams Island
Can Geotech J
V29, N6, Dec 1992, P890–901
|
|
|
1993
|
30 |
5 |
p. 330-
1 p.
|
artikel
|
| 410 |
Settlement prediction for a suction tank in a beach ridge sub-environment
|
|
|
1993
|
30 |
5 |
p. 311-
1 p.
|
artikel
|
| 411 |
Shale swelling at elevated temperature and pressure
|
|
|
1993
|
30 |
5 |
p. 291-
1 p.
|
artikel
|
| 412 |
Shallow seismic reflection in a mine gallery
|
|
|
1993
|
30 |
5 |
p. 295-
1 p.
|
artikel
|
| 413 |
Shear strength tests for coarse granular backfill and reinforced soils. Technical note
|
|
|
1993
|
30 |
5 |
p. 275-
1 p.
|
artikel
|
| 414 |
Short-radius lateral drilling system
|
|
|
1993
|
30 |
5 |
p. 302-
1 p.
|
artikel
|
| 415 |
Sidewall behaviour of Mingtan power cavern during construction
|
|
|
1993
|
30 |
5 |
p. 322-
1 p.
|
artikel
|
| 416 |
Sigficance of AE crack monitoring in fracture toughness evaluation and non-linear rock fracture mechanics
|
|
|
1993
|
30 |
5 |
p. 331-
1 p.
|
artikel
|
| 417 |
Significant parameters in elastoplastic analysis of underground openings
|
|
|
1993
|
30 |
5 |
p. 321-
1 p.
|
artikel
|
| 418 |
Simple design procedure for excavations in structural rock
|
|
|
1993
|
30 |
5 |
p. 300-
1 p.
|
artikel
|
| 419 |
Simple speed-control and data-logging systems for piezocone testing
|
|
|
1993
|
30 |
5 |
p. 297-
1 p.
|
artikel
|
| 420 |
Simultaneous pure and simple shear: the unifying deformation matrix
|
|
|
1993
|
30 |
5 |
p. 301-
1 p.
|
artikel
|
| 421 |
Site exploration strategy for geologic anomaly characterization
|
|
|
1993
|
30 |
5 |
p. 298-
1 p.
|
artikel
|
| 422 |
Sliding-scale Mohr diagram
|
|
|
1993
|
30 |
5 |
p. 301-
1 p.
|
artikel
|
| 423 |
Slope analysis of Pasak river bank
|
|
|
1993
|
30 |
5 |
p. 316-
1 p.
|
artikel
|
| 424 |
Slope movement hazard evaluation along a portion of U.S. Highway 95, Idaho Country, Idaho
|
|
|
1993
|
30 |
5 |
p. 316-
1 p.
|
artikel
|
| 425 |
Slope stability analysis for undrained loading conditions
|
|
|
1993
|
30 |
5 |
p. 315-
1 p.
|
artikel
|
| 426 |
Soil reinforcement under a joint of buried pipeline subjected to differential settlement
|
|
|
1993
|
30 |
5 |
p. 322-
1 p.
|
artikel
|
| 427 |
Solution mining cavity stability: a site investigation and analytical assessment
|
|
|
1993
|
30 |
5 |
p. 326-
1 p.
|
artikel
|
| 428 |
Some monotonic and cyclic properties of weathered undisturbed and reconstituted Keuper Marl
|
|
|
1993
|
30 |
5 |
p. 277-
1 p.
|
artikel
|
| 429 |
Some physical and geotechnical properties of the new rock type ‘Ninivite’
|
|
|
1993
|
30 |
5 |
p. 277-
1 p.
|
artikel
|
| 430 |
Some problems in the interpretation of monitoring records of rock slope movements
|
|
|
1993
|
30 |
5 |
p. 315-316
2 p.
|
artikel
|
| 431 |
Space and time scaling laws for seismic source
|
|
|
1993
|
30 |
5 |
p. 272-
1 p.
|
artikel
|
| 432 |
Special design features of power house cavern of Sardar Sarovar project
|
|
|
1993
|
30 |
5 |
p. 325-
1 p.
|
artikel
|
| 433 |
Special issue: Immersed and floating tunnels
|
|
|
1993
|
30 |
5 |
p. 324-
1 p.
|
artikel
|
| 434 |
Specifies of rock mass unloading during construction of the Rogun hydropower station with the use of geophysical data
|
|
|
1993
|
30 |
5 |
p. 322-
1 p.
|
artikel
|
| 435 |
Specimen size effect of the fracture toughness of Kallax gabbro
|
|
|
1993
|
30 |
5 |
p. 331-
1 p.
|
artikel
|
| 436 |
Spectral amplitude-distance curves for P-waves: effects of velocity and Q-distribution
|
|
|
1993
|
30 |
5 |
p. 271-
1 p.
|
artikel
|
| 437 |
Stability and closure design for a landfill on soft clay and peat
|
|
|
1993
|
30 |
5 |
p. 316-
1 p.
|
artikel
|
| 438 |
Stability evaluation of geogrid reinforced embankments of soft ground
|
|
|
1993
|
30 |
5 |
p. 307-
1 p.
|
artikel
|
| 439 |
Stability of motions of translational landslides
|
|
|
1993
|
30 |
5 |
p. 315-
1 p.
|
artikel
|
| 440 |
Stabilization of a cavity for the protection of an overlying historical building
|
|
|
1993
|
30 |
5 |
p. 329-
1 p.
|
artikel
|
| 441 |
Stabilization of loose backfill by drilling and grouting techniques
|
|
|
1993
|
30 |
5 |
p. 306-
1 p.
|
artikel
|
| 442 |
Stochastic imaging of the Wilmington clastic sequence
|
|
|
1993
|
30 |
5 |
p. 298-
1 p.
|
artikel
|
| 443 |
Stochastic modeling of macrodispersion for solute transport in a heterogeneous unsaturated porous formation
|
|
|
1993
|
30 |
5 |
p. 285-
1 p.
|
artikel
|
| 444 |
Strain and kinematics analysis in general shear zones
|
|
|
1993
|
30 |
5 |
p. 269-
1 p.
|
artikel
|
| 445 |
Strain states during stress path testing of the chalk
|
|
|
1993
|
30 |
5 |
p. 278-
1 p.
|
artikel
|
| 446 |
Strengthening of a steel tank foundation — a case history
|
|
|
1993
|
30 |
5 |
p. 310-
1 p.
|
artikel
|
| 447 |
Strength of laboratory-sized coal specimens vs. underground coal pillars
|
|
|
1993
|
30 |
5 |
p. 276-
1 p.
|
artikel
|
| 448 |
Strength reduction and deformation of clay due to cyclic wave loading
|
|
|
1993
|
30 |
5 |
p. 278-
1 p.
|
artikel
|
| 449 |
Stress and pore pressure in saturated clay subjected to heat from radioactive waste: a numerical simulation
|
|
|
1993
|
30 |
5 |
p. 327-
1 p.
|
artikel
|
| 450 |
Stress and time-dependent fracture around cavities in physical models of potash salt rock
|
|
|
1993
|
30 |
5 |
p. 323-
1 p.
|
artikel
|
| 451 |
Stress change deformation and monitoring for mine design: a case study
|
|
|
1993
|
30 |
5 |
p. 322-
1 p.
|
artikel
|
| 452 |
Stress insensitive natural fracture permeability within hydrocarbon reservoirs
|
|
|
1993
|
30 |
5 |
p. 288-
1 p.
|
artikel
|
| 453 |
Stress path testing of boom clay from Mol, Belgium
|
|
|
1993
|
30 |
5 |
p. 277-
1 p.
|
artikel
|
| 454 |
Stripa Project. Rock mechanical characterisation and disturbed zone modelling
|
|
|
1993
|
30 |
5 |
p. 285-
1 p.
|
artikel
|
| 455 |
Studies on cutting face stability from dewatering in sandy soil
|
|
|
1993
|
30 |
5 |
p. 328-
1 p.
|
artikel
|
| 456 |
Study of fracture network in coal
|
|
|
1993
|
30 |
5 |
p. 274-
1 p.
|
artikel
|
| 457 |
Study of fracture of brittle rock under pure shear loading
|
|
|
1993
|
30 |
5 |
p. 280-
1 p.
|
artikel
|
| 458 |
Study of particle interaction energies in wetting of unsaturated expansive soils
|
|
|
1993
|
30 |
5 |
p. 282-
1 p.
|
artikel
|
| 459 |
Study of site amplification effects on ground motions in Santiago, Chile
|
|
|
1993
|
30 |
5 |
p. 272-
1 p.
|
artikel
|
| 460 |
Study of the mechanics of unpaved roads with reference to the effects of surface maintenance
|
|
|
1993
|
30 |
5 |
p. 308-
1 p.
|
artikel
|
| 461 |
Study on stabilisation of sabkha soil
|
|
|
1993
|
30 |
5 |
p. 307-308
2 p.
|
artikel
|
| 462 |
Study on the transmission of shear waves across thin liquid films and thin clay layers
|
|
|
1993
|
30 |
5 |
p. 293-
1 p.
|
artikel
|
| 463 |
Subsidence owing to tunnelling: I. Estimating the gap parameter
|
|
|
1993
|
30 |
5 |
p. 324-
1 p.
|
artikel
|
| 464 |
Subsidence owing to tunnelling. II. Evaluation of a prediction technique
|
|
|
1993
|
30 |
5 |
p. 324-
1 p.
|
artikel
|
| 465 |
Subsurface characterization and design of an ash landfill on varied clays
|
|
|
1993
|
30 |
5 |
p. 314-
1 p.
|
artikel
|
| 466 |
Suitability of shallow caverns in compact formations for waste disposal (in German)
|
|
|
1993
|
30 |
5 |
p. 326-
1 p.
|
artikel
|
| 467 |
Superposed buckling in multilayers
|
|
|
1993
|
30 |
5 |
p. 269-
1 p.
|
artikel
|
| 468 |
Support of highly fractured rock in shallow open stopes at Koffiefontein mine, Orange Free State, Republic of South Africa
|
|
|
1993
|
30 |
5 |
p. 305-
1 p.
|
artikel
|
| 469 |
Surgical ore removal
|
|
|
1993
|
30 |
5 |
p. 327-
1 p.
|
artikel
|
| 470 |
TBM progress in Lesotho (in German and English)
Tunnel
N2, 1993, P52–68
|
|
|
1993
|
30 |
5 |
p. 324-
1 p.
|
artikel
|
| 471 |
Temperature measurements upon the chisel surface during rock cutting
|
|
|
1993
|
30 |
5 |
p. 281-
1 p.
|
artikel
|
| 472 |
Tensor CSAMT studies at the Buchans mine in central Newfoundland
|
|
|
1993
|
30 |
5 |
p. 295-296
2 p.
|
artikel
|
| 473 |
Testing fournier's method of finding water table from self potential
|
|
|
1993
|
30 |
5 |
p. 296-
1 p.
|
artikel
|
| 474 |
Thermal balance in rock around multipurpose caverns
|
|
|
1993
|
30 |
5 |
p. 327-
1 p.
|
artikel
|
| 475 |
Threatened levees on Sherman Island
|
|
|
1993
|
30 |
5 |
p. 314-
1 p.
|
artikel
|
| 476 |
Tomographic imaging of P and S wave velocity structure beneath northeastern Japan
|
|
|
1993
|
30 |
5 |
p. 296-
1 p.
|
artikel
|
| 477 |
Topographic effects for incident P, SV, and Rayleigh waves
|
|
|
1993
|
30 |
5 |
p. 271-
1 p.
|
artikel
|
| 478 |
Transient gas flow around boreholes
|
|
|
1993
|
30 |
5 |
p. 287-
1 p.
|
artikel
|
| 479 |
Trenchless construction of a 1600mm diameter sewer (in German and English)
|
|
|
1993
|
30 |
5 |
p. 328-
1 p.
|
artikel
|
| 480 |
Trends in explosives and blasting techniques in surface mining in Europe/Italy
|
|
|
1993
|
30 |
5 |
p. 303-
1 p.
|
artikel
|
| 481 |
Triaxial experiments on boom clay
|
|
|
1993
|
30 |
5 |
p. 278-
1 p.
|
artikel
|
| 482 |
Turin railway junction state-of-the-art (in italian and english)
|
|
|
1993
|
30 |
5 |
p. 327-
1 p.
|
artikel
|
| 483 |
Underground structures. Design and construction (developments in geotechnical engineering, 59B)
|
|
|
1993
|
30 |
5 |
p. 320-321
2 p.
|
artikel
|
| 484 |
Undermining lethabo power station
|
|
|
1993
|
30 |
5 |
p. 328-
1 p.
|
artikel
|
| 485 |
Undrained response of loosely compacted sands during monotonic and cyclic compression tests
|
|
|
1993
|
30 |
5 |
p. 276-
1 p.
|
artikel
|
| 486 |
Urban railway tunnel with special dimensions (in German and English)
|
|
|
1993
|
30 |
5 |
p. 327-
1 p.
|
artikel
|
| 487 |
Use of expanded polystyrene foam (EPS) in flexible pavements on poor subgrades
|
|
|
1993
|
30 |
5 |
p. 309-
1 p.
|
artikel
|
| 488 |
Use of incinerator residue for road subgrades and surfacings
|
|
|
1993
|
30 |
5 |
p. 309-
1 p.
|
artikel
|
| 489 |
Using geostatistical software to manage panel caving operations
|
|
|
1993
|
30 |
5 |
p. 301-
1 p.
|
artikel
|
| 490 |
Utilization of economical slopes for Jordanelle Dam
|
|
|
1993
|
30 |
5 |
p. 314-
1 p.
|
artikel
|
| 491 |
Utilization of waste rock powder for the lime stabilization of residual soil
|
|
|
1993
|
30 |
5 |
p. 307-
1 p.
|
artikel
|
| 492 |
Variable-aperture fracture network model for flow and transport in fractured rocks at different scales
|
|
|
1993
|
30 |
5 |
p. 289-
1 p.
|
artikel
|
| 493 |
Variation in specific capacity in fractured rocks, Pennsylvania
|
|
|
1993
|
30 |
5 |
p. 273-
1 p.
|
artikel
|
| 494 |
Variation of the thermal conductivity of tuff with moisture. Experimental results and proposed model
|
|
|
1993
|
30 |
5 |
p. 285-
1 p.
|
artikel
|
| 495 |
Vertical earth loads on buried engineered works
|
|
|
1993
|
30 |
5 |
p. 321-
1 p.
|
artikel
|
| 496 |
Vibroseis reflection seismic survey at the Buchans mine in central Newfoundland
|
|
|
1993
|
30 |
5 |
p. 296-
1 p.
|
artikel
|
| 497 |
Viscoelastic seismic responses of 2D reservoir models
|
|
|
1993
|
30 |
5 |
p. 295-
1 p.
|
artikel
|
| 498 |
Voids and granulometry: effects on shear modulus of unsaturated sands
|
|
|
1993
|
30 |
5 |
p. 276-
1 p.
|
artikel
|
| 499 |
Wahleach power tunnel monitoring
|
|
|
1993
|
30 |
5 |
p. 324-
1 p.
|
artikel
|
| 500 |
Water flow in non-saturated swelling soil
|
|
|
1993
|
30 |
5 |
p. 286-
1 p.
|
artikel
|
| 501 |
Water-mineral interaction in hydromechanics of clays exposed to environmental loads: a mixture-theory approach
|
|
|
1993
|
30 |
5 |
p. 282-
1 p.
|
artikel
|
| 502 |
Water uptake and swelling properties of unsaturated bentonite buffer materials. Note
|
|
|
1993
|
30 |
5 |
p. 290-
1 p.
|
artikel
|
| 503 |
Wave-induced pore pressure and deformation in seabed clay
|
|
|
1993
|
30 |
5 |
p. 278-
1 p.
|
artikel
|
| 504 |
Wave propagation in layered media by time domain BEM
|
|
|
1993
|
30 |
5 |
p. 291-
1 p.
|
artikel
|
| 505 |
Weak rock materials
|
|
|
1993
|
30 |
5 |
p. 278-
1 p.
|
artikel
|
| 506 |
Wettability alteration caused by oil-based muds and mud components
|
|
|
1993
|
30 |
5 |
p. 287-
1 p.
|
artikel
|
Tijdschrift beschrijving