| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A continuum theory of swelling porous elastic soils
|
|
|
|
32 |
3 |
p. 111A
|
artikel
|
| 2 |
A 3D CAD geological analysis system
|
|
|
|
32 |
3 |
p. 135A
|
artikel
|
| 3 |
A distributed snowmelt prediction model in mountain areas based on an energy balance method
|
|
|
|
32 |
3 |
p. 145A
|
artikel
|
| 4 |
Advances in porous media. Volume 2
|
|
|
|
32 |
3 |
p. 110A
|
artikel
|
| 5 |
A fuzzy logic and neural network-based intelligent mine winder-motion control system: part I
|
|
|
|
32 |
3 |
p. 134A
|
artikel
|
| 6 |
A hybrid method for dynamic soil-structure interaction
|
|
|
|
32 |
3 |
p. 118A
|
artikel
|
| 7 |
Airport tunnelling at Nevada's casino capital
|
|
|
|
32 |
3 |
p. 137A
|
artikel
|
| 8 |
A kinetic model of the evolution of cracks
|
|
|
|
32 |
3 |
p. 109A
|
artikel
|
| 9 |
Alternative user interfaces for programs that model nonlinear systems
|
|
|
|
32 |
3 |
p. 120A
|
artikel
|
| 10 |
A macroscopic elastoplastic constitutive law for multilayered media: application to reinforced earth material
|
|
|
|
32 |
3 |
p. 126A
|
artikel
|
| 11 |
Ameria tunnel junction using the freezing technique
|
|
|
|
32 |
3 |
p. 127A
|
artikel
|
| 12 |
Analyses of anchor pull-out in concrete
|
|
|
|
32 |
3 |
p. 123A
|
artikel
|
| 13 |
Analysis and interpretation of the geotechnical measurements for tunnels in south Turkey
|
|
|
|
32 |
3 |
p. 137A-138A
|
artikel
|
| 14 |
Analysis of compressible axially loaded piles in rock
|
|
|
|
32 |
3 |
p. 124A
|
artikel
|
| 15 |
Analysis of deck road tunnels
|
|
|
|
32 |
3 |
p. 123A
|
artikel
|
| 16 |
Analysis of ground water seepage towards tunnels
|
|
|
|
32 |
3 |
p. 107A
|
artikel
|
| 17 |
Analysis of the effects of the two new twin tunnels excavation very close to a big diameter tunnel of Caracas, subway
|
|
|
|
32 |
3 |
p. 138A
|
artikel
|
| 18 |
Analytical models for brittle geomaterials
|
|
|
|
32 |
3 |
p. 120A
|
artikel
|
| 19 |
An approach to improve blasting efficiency in an iron ore mine
|
|
|
|
32 |
3 |
p. 121A
|
artikel
|
| 20 |
An effective repair system for lining concrete or power cable tunnels
|
|
|
|
32 |
3 |
p. 140A
|
artikel
|
| 21 |
An electron device for long-term snow wetness recording
|
|
|
|
32 |
3 |
p. 144A-145A
|
artikel
|
| 22 |
An error analysis of the techniques used in the measurement of high-speed friction on snow
|
|
|
|
32 |
3 |
p. 145A
|
artikel
|
| 23 |
A new approach for ground reinforcing design in tunnelling
|
|
|
|
32 |
3 |
p. 123A
|
artikel
|
| 24 |
A new method for measuring thermal conductivity of rocks: the ‘sandwich method’, first results
|
|
|
|
32 |
3 |
p. 115A
|
artikel
|
| 25 |
An experimentally verified criterion for propagation across unbounded frictional interfaces in brittle, linear elastic materials
|
Renshaw, C.E.
|
|
|
32 |
3 |
p. 237-249
|
artikel
|
| 26 |
An experimental study of sliding friction between PDC drill cutters and rocks
|
Kuru, E.
|
|
|
32 |
3 |
p. 277-283
|
artikel
|
| 27 |
An implementation for the numerical analysis of the hydromechanical coupling in fractured rock masses
|
|
|
|
32 |
3 |
p. 116A
|
artikel
|
| 28 |
A non-destructive assessment of tunnel lining stability
|
|
|
|
32 |
3 |
p. 137A
|
artikel
|
| 29 |
Application of fracture mechanics to cracking of saline soils
|
|
|
|
32 |
3 |
p. 109A
|
artikel
|
| 30 |
Applications of computational mechanics in geotechnical engineering. Proceedings of an international workshop, Rio de Janeiro, July 1991
|
|
|
|
32 |
3 |
p. 116A
|
artikel
|
| 31 |
Applications of computational mechanics to underground structures in hydraulic projects
|
|
|
|
32 |
3 |
p. 120A
|
artikel
|
| 32 |
A simple numerical model for analysis of cut-and-cover tunnels
|
|
|
|
32 |
3 |
p. 118A-119A
|
artikel
|
| 33 |
A singular point in the cut and cover works for the Bilbao underground
|
|
|
|
32 |
3 |
p. 134A
|
artikel
|
| 34 |
Assessing the effects of joint orientation and rock mass quality on fragmentation and overbreak in tunnel blasting
|
|
|
|
32 |
3 |
p. 121A
|
artikel
|
| 35 |
Assessment of hydraulic efficiency of grouted plug between diaphragm walls
|
|
|
|
32 |
3 |
p. 125A
|
artikel
|
| 36 |
Assessment of near-field rock mass fracturing around a potential nuclear fuel waste repository in the Canadian Shield
|
|
|
|
32 |
3 |
p. 109A
|
artikel
|
| 37 |
A study of articulated concrete blocks designed to protect embankment dams
|
|
|
|
32 |
3 |
p. 129A
|
artikel
|
| 38 |
A study of sand penetration in clay slurry
|
|
|
|
32 |
3 |
p. 110A
|
artikel
|
| 39 |
A study on ground water behavior due to the construction of large-scale caverns at Kikuma underground oil storage plant
|
|
|
|
32 |
3 |
p. 142A-143A
|
artikel
|
| 40 |
A system for presentation of engineering geological data for tunnel design
|
|
|
|
32 |
3 |
p. 115A
|
artikel
|
| 41 |
A three-invariant smooth cap model with mixed hardening
|
|
|
|
32 |
3 |
p. 117A
|
artikel
|
| 42 |
A true triaxial cell for testing cylindrical rock specimens
|
Smart, B.G.D.
|
|
|
32 |
3 |
p. 269-275
|
artikel
|
| 43 |
Back analysis in tunneling
|
|
|
|
32 |
3 |
p. 117A
|
artikel
|
| 44 |
Back analysis of cut slope instability in soft Bangkok clay
|
|
|
|
32 |
3 |
p. 132A
|
artikel
|
| 45 |
Basics of paste backfill systems
|
|
|
|
32 |
3 |
p. 122A
|
artikel
|
| 46 |
Behavior and damage of a lined tunnel due to ground surface excavation
|
|
|
|
32 |
3 |
p. 143A-144A
|
artikel
|
| 47 |
Behaviour of a shallow tunnel in granite residual soils
|
|
|
|
32 |
3 |
p. 119A
|
artikel
|
| 48 |
Behaviour of spliced piles — a field study
|
|
|
|
32 |
3 |
p. 124A-125A
|
artikel
|
| 49 |
Bootstrap estimation of uncertainty and its application (in Chinese)
|
|
|
|
32 |
3 |
p. 120A
|
artikel
|
| 50 |
Boundary element techniques in geomechanics
|
|
|
|
32 |
3 |
p. 117A
|
artikel
|
| 51 |
Breaking new ground
|
|
|
|
32 |
3 |
p. 132A
|
artikel
|
| 52 |
Breakout orientations in vertical boreholes for deviated principal stress directions
|
|
|
|
32 |
3 |
p. 115A
|
artikel
|
| 53 |
CAD and its application to railway infrastructure engineering for urban transport site
|
|
|
|
32 |
3 |
p. 120A
|
artikel
|
| 54 |
Calculation of the critical height of a homogenized reinforced soil wall: a numerical approach
|
|
|
|
32 |
3 |
p. 126A
|
artikel
|
| 55 |
CANAsand and its application
|
|
|
|
32 |
3 |
p. 120A
|
artikel
|
| 56 |
Carter Mining isolates unwanted overburden using a new tracking system
|
|
|
|
32 |
3 |
p. 114A
|
artikel
|
| 57 |
Case studies of reinforced ground with micropiling and other improvement technique
|
|
|
|
32 |
3 |
p. 127A
|
artikel
|
| 58 |
Case studies on liquefaction-induced ground displacement during past earthquakes in Japan
|
|
|
|
32 |
3 |
p. 133A
|
artikel
|
| 59 |
Centroid-moment tensor solutions for October–December 1993
|
|
|
|
32 |
3 |
p. 103A
|
artikel
|
| 60 |
Characterisation of hydraulic parameters of the Permian cover over the Carboniferous deposits of la Camocha Mine
|
|
|
|
32 |
3 |
p. 106A
|
artikel
|
| 61 |
Chemicals for tunnel waterproofing
|
|
|
|
32 |
3 |
p. 136A
|
artikel
|
| 62 |
Classification of depressions in landfill covers using uncalibrated thermal-infrared imagery
|
|
|
|
32 |
3 |
p. 113A
|
artikel
|
| 63 |
Coal preparation differs in South Africa
|
|
|
|
32 |
3 |
p. 107A
|
artikel
|
| 64 |
Collapse compression of fills on inundation
|
|
|
|
32 |
3 |
p. 111A
|
artikel
|
| 65 |
Coming to grips with bearing failures
|
|
|
|
32 |
3 |
p. 140A
|
artikel
|
| 66 |
Compressed air tunneling through saturated porous media
|
|
|
|
32 |
3 |
p. 143A
|
artikel
|
| 67 |
Computational topics in discrete element modeling
|
|
|
|
32 |
3 |
p. 118A
|
artikel
|
| 68 |
Computerized grouting design and control
|
|
|
|
32 |
3 |
p. 125A
|
artikel
|
| 69 |
Computer simulation of diamond-wire cutting of hard and abrasive rock
|
|
|
|
32 |
3 |
p. 122A
|
artikel
|
| 70 |
Connection between two tunnels under a busy crossing in a big city
|
|
|
|
32 |
3 |
p. 139A
|
artikel
|
| 71 |
Constant Q attenuation of subsurface radar pulses
|
|
|
|
32 |
3 |
p. 114A
|
artikel
|
| 72 |
Constitutive laws for static analysis of embankment dams
|
|
|
|
32 |
3 |
p. 129A
|
artikel
|
| 73 |
Construction of a very deep subway station using cut-and cover method under high groundwater pressure
|
|
|
|
32 |
3 |
p. 143A
|
artikel
|
| 74 |
Construction of large sized sewers by slurry machines in Hong Kong's bouldery soils
|
|
|
|
32 |
3 |
p. 138A
|
artikel
|
| 75 |
Construction of triple face tunnel by urban NATM (Yokohama City subway No. 3: Azamino station works)
|
|
|
|
32 |
3 |
p. 138A
|
artikel
|
| 76 |
Contribution of artesian water to progressive failure of the upper part of the Delhi Pike landslide complex, Cincinnati, Ohio
|
|
|
|
32 |
3 |
p. 107A
|
artikel
|
| 77 |
Contribution to the design history of the gravity wall
|
|
|
|
32 |
3 |
p. 127A
|
artikel
|
| 78 |
Control of catchment area resulting from surface subsidence in plain, with high underground water
|
|
|
|
32 |
3 |
p. 143A
|
artikel
|
| 79 |
Cost Klippen measures
|
|
|
|
32 |
3 |
p. 137A
|
artikel
|
| 80 |
Critical parametes controlling pollutant migration from waste disposal sites: field investigations and influence on aquifer pollution
|
|
|
|
32 |
3 |
p. 106A
|
artikel
|
| 81 |
Cyclic load-induced settlement of shallow foundation on geogrid-reinforced sand
|
|
|
|
32 |
3 |
p. 126A
|
artikel
|
| 82 |
Design and construction of an urban tunnel, in muddy soils subject to water pressure, in Bilbao, Spain
|
|
|
|
32 |
3 |
p. 142A
|
artikel
|
| 83 |
Design for umbrella method based on numerical analyses and field measurements
|
|
|
|
32 |
3 |
p. 136A
|
artikel
|
| 84 |
Design improvement of reaction force in Fronte-Jacking method
|
|
|
|
32 |
3 |
p. 140A
|
artikel
|
| 85 |
Design of the shield tunnel crossing under the bottom of the Yodo River, Osaka by the pressured slurry shield method
|
|
|
|
32 |
3 |
p. 136A
|
artikel
|
| 86 |
Determination of fault plane solutions for small earthquakes in Japan
|
|
|
|
32 |
3 |
p. 105A
|
artikel
|
| 87 |
Development and implementation of segment bolt tightening robot
|
|
|
|
32 |
3 |
p. 123A
|
artikel
|
| 88 |
Development of a faster and longer drive shield tunnelling method
|
|
|
|
32 |
3 |
p. 141A
|
artikel
|
| 89 |
Development of steel diaphragm wall method
|
|
|
|
32 |
3 |
p. 141A
|
artikel
|
| 90 |
Development of vertical-horizontal shield machine
|
|
|
|
32 |
3 |
p. 121A-122A
|
artikel
|
| 91 |
Distance learning
|
|
|
|
32 |
3 |
p. 122A
|
artikel
|
| 92 |
Diversity of solutions of the problem of earthquake faulting inversion; application to SH waves for the great 1989 Macquarie Ridge earthquake
|
|
|
|
32 |
3 |
p. 104A
|
artikel
|
| 93 |
Drilling long salt sections along the US Gulf Coast
|
|
|
|
32 |
3 |
p. 120A-121A
|
artikel
|
| 94 |
Durability of slate rocks of the Huerna Valley, Austurias
|
|
|
|
32 |
3 |
p. 128A
|
artikel
|
| 95 |
Dynamic analyses of large underground caverns using discrete-element codes verification and reliability
|
|
|
|
32 |
3 |
p. 144A
|
artikel
|
| 96 |
Dynamic analysis of tunnels
|
|
|
|
32 |
3 |
p. 143A
|
artikel
|
| 97 |
Effect of bench length on stability of tunnel face
|
|
|
|
32 |
3 |
p. 141A
|
artikel
|
| 98 |
Effect of coal mining and coal based industrial activities on water quality of the River Damodar with specific reference to heavy metals
|
|
|
|
32 |
3 |
p. 107A
|
artikel
|
| 99 |
Effect of embankment stiffness on deformations of soft clay foundation
|
|
|
|
32 |
3 |
p. 130A
|
artikel
|
| 100 |
Effect of slurry shield tunnelling in soft alluvial clay on an adjacent underground subway structure
|
|
|
|
32 |
3 |
p. 136A
|
artikel
|
| 101 |
Effects of development of shotcrete stiffness on stresses and displacements of single and double tunnels
|
|
|
|
32 |
3 |
p. 124A
|
artikel
|
| 102 |
Effects of exposure of aquatic snails to sublethal concentrations of waste drilling fluid
|
|
|
|
32 |
3 |
p. 121A
|
artikel
|
| 103 |
Efficient numerical modelling of faulted rock using the boundary element method
|
|
|
|
32 |
3 |
p. 117A
|
artikel
|
| 104 |
EIA report: coal production will rise, but as slower pace
|
|
|
|
32 |
3 |
p. 103A
|
artikel
|
| 105 |
Elastic behavior of contacting surfaces under normal loads: a computer simulation using three-dimensional surface topographies
|
|
|
|
32 |
3 |
p. 109A
|
artikel
|
| 106 |
Elasto-plastic analysis of Beliche dam during construction and first impounding
|
|
|
|
32 |
3 |
p. 129A
|
artikel
|
| 107 |
Elasto-plastic finite element analyses of a braced excavation and a tunnel
|
|
|
|
32 |
3 |
p. 119A
|
artikel
|
| 108 |
Electrolyte-induced solute permeability effects in compacted smectite membranes
|
|
|
|
32 |
3 |
p. 111A
|
artikel
|
| 109 |
El Salam syphon under Suez Canal
|
|
|
|
32 |
3 |
p. 142A
|
artikel
|
| 110 |
Embankment dam deformation during earthquakes
|
|
|
|
32 |
3 |
p. 131A
|
artikel
|
| 111 |
Embankment on sand columns: comparison between model and field performance
|
|
|
|
32 |
3 |
p. 129A-130A
|
artikel
|
| 112 |
Energy concepts in seismic fracture analysis of concrete gravity dams
|
|
|
|
32 |
3 |
p. 130A
|
artikel
|
| 113 |
Environmental measures by means of groundwater control considering effects after construction of subway structures
|
|
|
|
32 |
3 |
p. 143A
|
artikel
|
| 114 |
Error estimates and adaptive procedures in geotechnical problems
|
|
|
|
32 |
3 |
p. 119A
|
artikel
|
| 115 |
Evaluating a low-cost, non-metric aerial mapping system for waste site investigators
|
|
|
|
32 |
3 |
p. 113A
|
artikel
|
| 116 |
Evaluation of effective factors causing ground failures during 1990 Manjil-Iran earthquake
|
|
|
|
32 |
3 |
p. 105A
|
artikel
|
| 117 |
Evaluation of water and gas transport in layered soil covers for coal ash deposits: 2D-calculations and impact of a weak zone
|
|
|
|
32 |
3 |
p. 127A
|
artikel
|
| 118 |
Examination of passages of Aswan high dam tunnels
|
|
|
|
32 |
3 |
p. 138A
|
artikel
|
| 119 |
Examples of rigid-plastic model application in predicting the mode of failure of reinforced-soil walls
|
|
|
|
32 |
3 |
p. 126A
|
artikel
|
| 120 |
Excavating tunnels of large cross-section with a thin overburden beneath densely populated areas (Konan Tunnel on ring road no. 2 in Yokohama City)
|
|
|
|
32 |
3 |
p. 134A
|
artikel
|
| 121 |
Excavation problems of an underground water reservoir in a jointed rock mass
|
|
|
|
32 |
3 |
p. 134A-135A
|
artikel
|
| 122 |
Face instability in tunnelling through thick fault zones
|
|
|
|
32 |
3 |
p. 135A
|
artikel
|
| 123 |
Field measurement controlling method of CD-NATM in urban tunnel
|
|
|
|
32 |
3 |
p. 123A
|
artikel
|
| 124 |
Filtration behaviour of nonwoven geotextiles
|
|
|
|
32 |
3 |
p. 125A
|
artikel
|
| 125 |
Floor bolting for control of mine floor heave
|
|
|
|
32 |
3 |
p. 123A
|
artikel
|
| 126 |
Frictional behaviour between smooth and rough geomembranes, various soils and geotextiles
|
|
|
|
32 |
3 |
p. 125A
|
artikel
|
| 127 |
Geochemical interactions of a saline leachate with molasse at a landfill site: a case study
|
|
|
|
32 |
3 |
p. 106A
|
artikel
|
| 128 |
Geohydrology of the Southeastern Coastal Plain aquifer system in Alabama
|
|
|
|
32 |
3 |
p. 106A
|
artikel
|
| 129 |
Geological hazards, vulnerability, and risk assessment using GIS: model for Glenwood Springs, Colorado
|
|
|
|
32 |
3 |
p. 132A
|
artikel
|
| 130 |
Geological optimization of underground facilities of the Superconducting Super Collider, Texas, USA
|
|
|
|
32 |
3 |
p. 141A
|
artikel
|
| 131 |
Georadar for hydrogeology
|
|
|
|
32 |
3 |
p. 114A
|
artikel
|
| 132 |
Geosynthetics in embankment dams
|
|
|
|
32 |
3 |
p. 126A
|
artikel
|
| 133 |
Gravitational and tectonic stresses in anisotropic rock with irregular topography
|
Pan, E.
|
|
|
32 |
3 |
p. 201-214
|
artikel
|
| 134 |
Gravity-induced stresses in finite slopes
|
|
|
|
32 |
3 |
p. 132A
|
artikel
|
| 135 |
Ground-penetrating radar monitoring of a controlled DNAPL release: 200 MHz radar
|
|
|
|
32 |
3 |
p. 107A
|
artikel
|
| 136 |
Ground upheaval at an underground station due to rising groundwater level and subsequent restoration work
|
|
|
|
32 |
3 |
p. 143A
|
artikel
|
| 137 |
Ground vibration assessment under varying circumstances in a limestone quarry in India
|
|
|
|
32 |
3 |
p. 121A
|
artikel
|
| 138 |
Hierarchical single surface and the disturbed state constitutive models with emphasis on geotechnical applications
|
|
|
|
32 |
3 |
p. 118A
|
artikel
|
| 139 |
Highway tunnel being driven through a volcanic zone
|
|
|
|
32 |
3 |
p. 138A
|
artikel
|
| 140 |
Identification of fluvially redistributed mill tailings using high spectral resolution aircraft data
|
|
|
|
32 |
3 |
p. 113A
|
artikel
|
| 141 |
Immersed tube for River Medway crossing
|
|
|
|
32 |
3 |
p. 137A
|
artikel
|
| 142 |
Influence forecast and field measurement of a tunnel excavation crossing right above existing tunnels
|
|
|
|
32 |
3 |
p. 142A
|
artikel
|
| 143 |
Influence of site effects and period-dependent force modification factors on the seismic response of ductile structures
|
|
|
|
32 |
3 |
p. 133A
|
artikel
|
| 144 |
In-pit crushing and conveying at Highland Valley copper
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p. 121A
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artikel
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| 145 |
In situ stress determination using the under-excavation technique — II. Applications
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p. 112A
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artikel
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| 146 |
In situ stress determination using the under-excavation technique — I. theory
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32 |
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p. 112A
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artikel
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| 147 |
Inverse analysis of an embankment on soft clay by extended Bayesian method
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3 |
p. 118A
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artikel
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| 148 |
Investigations of hazardous waste sites using thermal IR and ground penetrating radar
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32 |
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p. 113A
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artikel
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| 149 |
Italy — Europe links across the Alps
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p. 137A
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artikel
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| 150 |
Laboratory studies of the water content effect on electric properties of the rock medium
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32 |
3 |
p. 110A
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artikel
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| 151 |
Large-scale aquifer sensitivity model
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32 |
3 |
p. 106A
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artikel
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| 152 |
Large scale mechanized repair work of a railway tunnel using precast concrete lining segments
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32 |
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p. 139A
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artikel
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| 153 |
Lessons of rehabilitation design learned from statistical analyses of masonry seismic-vulnerability data
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32 |
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p. 133A
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artikel
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| 154 |
Limit analysis of geotechnical problems
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32 |
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p. 119A-120A
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artikel
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| 155 |
Limit states design applied to bridge abutment walls
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p. 131A
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artikel
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| 156 |
Long-term variations of the Earth's electric field preceding two earthquakes in Greece
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32 |
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p. 104A
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artikel
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| 157 |
Longwall mining in South Africa
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32 |
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p. 140A
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artikel
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| 158 |
Looking ahead with vertical seismic profiles
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32 |
3 |
p. 114A
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artikel
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| 159 |
Machine foundation: analysis and design
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32 |
3 |
p. 129A
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artikel
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| 160 |
Machinery, plant and equipment review
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32 |
3 |
p. 133A
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artikel
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| 161 |
Managing mineral exploration information on a personal computer
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32 |
3 |
p. 117A
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artikel
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| 162 |
Mechanical properties of shock-damaged rocks
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32 |
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p. 112A
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artikel
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| 163 |
Melting characteristics of ice blocks immersed in quiescent saline water
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p. 144A
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artikel
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| 164 |
Metamorphic and structural setting of Archaean amphibolite-hosted gold deposits near Southern Cross, Southern Cross Province, Yilgarn Block, Western Australia
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32 |
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p. 103A
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artikel
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| 165 |
Micro-multi-box tunneling method (MMB method)
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32 |
3 |
p. 141A
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artikel
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| 166 |
Microtopographic analysis of cobalt-rick manganese deposits on a mid-Pacific seamount
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32 |
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p. 113A-114A
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artikel
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| 167 |
Middlebult mines sires new Joy miner
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p. 121A
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artikel
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| 168 |
Model accurately predicts directional borehole trajectory
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p. 115A
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artikel
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| 169 |
Modelling braced excavation for subway stations
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p. 139A
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artikel
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| 170 |
Mortar deterioration of the masonry walls in historic buildings. A case history: Vanvitelli's Mole in Ancona
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32 |
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p. 127A
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artikel
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| 171 |
Multiple entry pillar stability assessment using the limit equilibrium method
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32 |
3 |
p. 124A
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artikel
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| 172 |
New techniques to aid interactive graphical finite element analysis
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32 |
3 |
p. 119A
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artikel
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| 173 |
New tunneling technique, PASS method
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32 |
3 |
p. 140A
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artikel
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| 174 |
Numerical modelling of shotcrete and concrete tunnel linings
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32 |
3 |
p. 124A
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artikel
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| 175 |
Observational tunneling in squeezing ground
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32 |
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p. 142A
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artikel
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| 176 |
Optimizing truck-loader matching
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32 |
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p. 122A
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artikel
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| 177 |
Options for climate control during construction of large underground storage chambers
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p. 142A
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artikel
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| 178 |
O. Yilmaz, R. C. Nolen-Hoeksema & A. Nur, Geophysical Prospecting, 42(6), 1994, pp 693–714
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32 |
3 |
p. 110A
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artikel
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| 179 |
Peabody
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32 |
3 |
p. 140A
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artikel
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| 180 |
Performance evaluation of coal-ash treated subgrade in asphalt pavement
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32 |
3 |
p. 128A
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artikel
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| 181 |
Permeability predictions for jointed rock masses
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Wei, Z.Q.
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32 |
3 |
p. 251-261
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artikel
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| 182 |
Permissible dimensions of unsheeted wall sections of excavations and trenches
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32 |
3 |
p. 132A
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artikel
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| 183 |
Physical principles of flow in unsaturated porous media
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32 |
3 |
p. 110A
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artikel
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| 184 |
Physico-chemical and mineralogical studies on Cochin marine clays
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32 |
3 |
p. 110A
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artikel
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| 185 |
Plasticity and damage based smeared-crack models for finite element analysis of fracture in plain concrete and rock
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32 |
3 |
p. 109A
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artikel
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| 186 |
Pollution and pollutant transport in the geosphere: an introduction to the symposium
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32 |
3 |
p. 106A
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artikel
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| 187 |
Pollution problem
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32 |
3 |
p. 125A
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artikel
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| 188 |
Polymer mud system maintains high ROP in deep well
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32 |
3 |
p. 121A
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artikel
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| 189 |
Preconditions and concepts for professional qualification
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32 |
3 |
p. 134A
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artikel
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| 190 |
Prediction of behavior of reinforced embankments on Muar clay deposit
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32 |
3 |
p. 129A
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artikel
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| 191 |
Prediction of performance of MSE embankment using steel grids on soft Bangkok clay
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32 |
3 |
p. 130A
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artikel
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| 192 |
Prediction of the seismic capacity of RC structural walls by non-parametric multidimensional regression
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32 |
3 |
p. 118A
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artikel
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| 193 |
Prediction versus performance in geotechnical engineering. Proceedings of a symposium, Bangkok, November–December 1992
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32 |
3 |
p. 116A
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artikel
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| 194 |
Prediction versus performance of a granular pavement tested with the accelerated loading facility (ALF)
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32 |
3 |
p. 128A
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artikel
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| 195 |
Prediction versus performance on lateral displacements in soft Bangkok clay under embankment loading
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32 |
3 |
p. 130A
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artikel
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| 196 |
Prediction versus performance on the behavior of soft clay ground improved by vertical drains
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32 |
3 |
p. 128A
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artikel
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| 197 |
Prediction v. performance for rockfill dams and other structures using the velocity method
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32 |
3 |
p. 130A
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artikel
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| 198 |
Predictive ability of strain rate effect on soft clay behavior
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32 |
3 |
p. 108A
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artikel
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| 199 |
Prefabricated lining, conceptional analysis and comparative studies for optimal solution
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32 |
3 |
p. 136A-137A
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artikel
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| 200 |
Preferred crystallographic orientation development during the plastic and superplastic flow of calcite rocks
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32 |
3 |
p. 108A
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artikel
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| 201 |
Preliminary groundwater modelling of Mae Moh Basin for lignite development
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32 |
3 |
p. 132A-133A
|
artikel
|
| 202 |
Preliminary observations of brittle compressive failure of columnar saline ice under triaxial loading
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32 |
3 |
p. 144A
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artikel
|
| 203 |
Preliminary results from stress tensor inversion of earthquake fault-plane solutions in the southern Tyrrhenian region
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32 |
3 |
p. 104A-105A
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artikel
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| 204 |
Private affair
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32 |
3 |
p. 138A
|
artikel
|
| 205 |
Radar experiments in isotropic and anisotropic geological formations (granite and schists)
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32 |
3 |
p. 114A
|
artikel
|
| 206 |
Rapid determination of global moment-tensor solutions
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32 |
3 |
p. 103A
|
artikel
|
| 207 |
Rapid three-dimensional hypocentral determination using a master station method
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32 |
3 |
p. 103A-104A
|
artikel
|
| 208 |
Reduction of permeability in granite at elevated temperatures
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32 |
3 |
p. 110A-111A
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artikel
|
| 209 |
Rehabilitation of Ahmed Hamdi Tunnel under the Suez Canal — part 2
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32 |
3 |
p. 139A
|
artikel
|
| 210 |
Rehabilitation of Ahmed Hamdi Tunnel under the Suez Canal — Part 1: study and design
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32 |
3 |
p. 139A
|
artikel
|
| 211 |
Relation between U-series nuclide migration and microstructural properties of sedimentary rocks
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32 |
3 |
p. 108A
|
artikel
|
| 212 |
Remote sensing for solid waste landfills and hazardous waste sites
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32 |
3 |
p. 113A
|
artikel
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| 213 |
Repeated-load response of aggregates in relation to track quality index
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32 |
3 |
p. 127A-128A
|
artikel
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| 214 |
Research and application of the retaining structure of deep cement-mixed piles
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32 |
3 |
p. 132A
|
artikel
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| 215 |
Research on wetting agent for water infusion of coal seams (in Chinese)
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32 |
3 |
p. 121A
|
artikel
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| 216 |
Resistance of particulate media to excavation: application to bucket loading
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32 |
3 |
p. 122A
|
artikel
|
| 217 |
Restoration of a tunnel damaged by earthquake
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32 |
3 |
p. 139A
|
artikel
|
| 218 |
Review, evaluation, and revision of the ATC-20 postearthquake building safety evaluation procedures to include the Loma Prieta earthquake
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32 |
3 |
p. 104A
|
artikel
|
| 219 |
Rises in subway construction costs and specific examples of reducing the costs
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32 |
3 |
p. 133A
|
artikel
|
| 220 |
Robust estimation with iteratively reweighted least-squares method
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32 |
3 |
p. 115A
|
artikel
|
| 221 |
Rock control in coastal geomorphic processes
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32 |
3 |
p. 103A
|
artikel
|
| 222 |
Rock control on magnitude-frequency distribution of landslide
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32 |
3 |
p. 116A
|
artikel
|
| 223 |
Rock mass conditions dictate choice between NMT and NATM
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32 |
3 |
p. 135A
|
artikel
|
| 224 |
Rock mechanics and computational methods applied to the design of a potash mine in Brazil
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32 |
3 |
p. 107A
|
artikel
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| 225 |
Rock mechanics considerations for drilled or bored excavations in hard rock
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32 |
3 |
p. 134A
|
artikel
|
| 226 |
Rock physics for characterization of gas hydrates
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32 |
3 |
p. 111A
|
artikel
|
| 227 |
Role of geotechnical monitoring in quality management of tunnelling projects
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32 |
3 |
p. 135A
|
artikel
|
| 228 |
Safety evaluation of an arch dam founded on fractured rock based on a 3D nonlinear analysis with joint elements
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32 |
3 |
p. 130A
|
artikel
|
| 229 |
Sample disturbance, numerical model and experiments
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32 |
3 |
p. 115A
|
artikel
|
| 230 |
Seepage analysis of Tarbela dam (Pakistan) using finite element method
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32 |
3 |
p. 131A
|
artikel
|
| 231 |
Seismic hazards for Greater Cairo underground metro lines
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32 |
3 |
p. 144A
|
artikel
|
| 232 |
Seismic protection of constructed facilities: optimal use of resources
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32 |
3 |
p. 133A
|
artikel
|
| 233 |
Seismic signatures of reservoir transport properties and pore fluid distribution
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32 |
3 |
p. 111A
|
artikel
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| 234 |
Semi-quantitative estimation of water shielding requirements and optimization of rock cover for sub-sea road tunnels
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32 |
3 |
p. 136A
|
artikel
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| 235 |
Sequence stratigraphic correlation of well-log cross sections
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32 |
3 |
p. 115A
|
artikel
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| 236 |
Settlement prediction at Muar Flats using Asoaka's method
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32 |
3 |
p. 109A
|
artikel
|
| 237 |
Shale testing and capillary phenomena
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32 |
3 |
p. 111A
|
artikel
|
| 238 |
Shock wave profile study of tuff from the Nevada Test Site
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32 |
3 |
p. 112A
|
artikel
|
| 239 |
Simulation and optimum design of locating dimensions of shield support balance ram (in Chinese)
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32 |
3 |
p. 122A-123A
|
artikel
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| 240 |
Slope stabilization using vegetation
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32 |
3 |
p. 127A
|
artikel
|
| 241 |
Small-diameter automatic shield tunnel cast-in-place lining method realizes long-distance tunnel construction — development of ACE MOLE 1200-M2 construction method
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32 |
3 |
p. 140A-141A
|
artikel
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| 242 |
Some considerations about the failure mechanism of nailed walls during construction
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32 |
3 |
p. 126A
|
artikel
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| 243 |
Some geotechnical aspects of shield tunnelling in the Cairo area
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32 |
3 |
p. 136A
|
artikel
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| 244 |
Stability analysis of open-pit copper mine by use of numerical modelling methods
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32 |
3 |
p. 132A
|
artikel
|
| 245 |
State-of-the art technology aids tunnelling techniques
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32 |
3 |
p. 135A
|
artikel
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| 246 |
Steel fibre reinforced concrete (SFRC) for tunnel linings, a technical approach
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32 |
3 |
p. 137A
|
artikel
|
| 247 |
Strain, cleavage and microstructure variations in sandstone: implications for stiff layer behaviour in chevron folding
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32 |
3 |
p. 108A
|
artikel
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| 248 |
Strategies for studying saprolite and saprolite genesis
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32 |
3 |
p. 112A
|
artikel
|
| 249 |
Strength characteristics and shear acoustic anisotropy of rock core subjected to true triaxial compression
|
Crawford, B.R.
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32 |
3 |
p. 189-200
|
artikel
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| 250 |
Stress-dependent elastic wave velocities in shales
|
Sayers, C.M.
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32 |
3 |
p. 263-267
|
artikel
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| 251 |
Stress-strain relationship for asphalt concrete in compression
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32 |
3 |
p. 128A
|
artikel
|
| 252 |
Stress triggering of the 1994 M = 6.7 Northridge, California, earthquake by its predecessors
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32 |
3 |
p. 104A
|
artikel
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| 253 |
Structural data from drill core
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32 |
3 |
p. 114A-115A
|
artikel
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| 254 |
Studies on the present state and the mechanism of trouble occurrence in tunnel construction in Japan
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32 |
3 |
p. 142A
|
artikel
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| 255 |
Study on the design of large-cross-section highway tunnels
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32 |
3 |
p. 138A
|
artikel
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| 256 |
Subject index
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32 |
3 |
p. 146A-147A
|
artikel
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| 257 |
Sub-surface work for Belfast sewerage job
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32 |
3 |
p. 137A
|
artikel
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| 258 |
Suction force below plate anchors in soft clay
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32 |
3 |
p. 124A
|
artikel
|
| 259 |
Surface settlements in urban tunnelling works: design approach for Toulon underground motorway crossing
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32 |
3 |
p. 133A-134A
|
artikel
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| 260 |
Swelling in deep residual clays and soft rock
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32 |
3 |
p. 111A-112A
|
artikel
|
| 261 |
Systematic non-double-couple components of earthquake mechanisms: the role of fault zone irregularity
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32 |
3 |
p. 104A
|
artikel
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| 262 |
Tailings dams — some aspects of their design and construction
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32 |
3 |
p. 131A
|
artikel
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| 263 |
The effect of core size and position on the slope stability of zoned embankment dams
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32 |
3 |
p. 129A
|
artikel
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| 264 |
The effect of labor strike upon induced seismicity at Polkowice copper mine, Poland
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32 |
3 |
p. 105A
|
artikel
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| 265 |
The engineering behaviour of cemented marine carbonate soils
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32 |
3 |
p. 108A
|
artikel
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| 266 |
The evaluation of effects by motorway tunnel excavation on a nearby railway tunnel in operation and the supervising system to maintain the tunnel stability
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32 |
3 |
p. 139A
|
artikel
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| 267 |
The evolution of modern hydrology (from watershed to continent in 30 years)
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32 |
3 |
p. 105A
|
artikel
|
| 268 |
The high dam reservoir and earthquakes in Aswan, Egypt
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32 |
3 |
p. 105A
|
artikel
|
| 269 |
The hybrid boundary element method: an efficient tool for dealing with geotechnical problems
|
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32 |
3 |
p. 119A
|
artikel
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| 270 |
The identification of constituents in waste waters from gold mining using ICP-MS
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32 |
3 |
p. 107A
|
artikel
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| 271 |
The isotensil pancake: a unique submerged geotextile flexible form
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32 |
3 |
p. 125A
|
artikel
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| 272 |
The landslide hazard in the Himalayas: geological control and human action
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32 |
3 |
p. 112A
|
artikel
|
| 273 |
The mechanical properties of saline ice under uniaxial compression
|
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32 |
3 |
p. 144A
|
artikel
|
| 274 |
The multilaminate framework of models for rock and soil masses
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32 |
3 |
p. 117A
|
artikel
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| 275 |
The need for redundancy in seepage control-embankment dams and their foundations
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32 |
3 |
p. 131A
|
artikel
|
| 276 |
The performance of hydraulic structures predicted from model tests
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32 |
3 |
p. 131A-132A
|
artikel
|
| 277 |
The role of face pressure for shields with positive ground control
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32 |
3 |
p. 136A
|
artikel
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| 278 |
The role of plastic deformation in normal loading and unloading cycles
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32 |
3 |
p. 108A
|
artikel
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| 279 |
The role of regional tectonics, magma pressure and gravitational spreading in earthquakes of the eastern sector of Mt. Etna volcano (Italy)
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32 |
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p. 105A
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artikel
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| 280 |
The RPR method for the doorstopper technique: four or six stress components from one or two boreholes
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32 |
3 |
p. 113A
|
artikel
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| 281 |
The state of the art of geosynthetic reinforced soil structures
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32 |
3 |
p. 126A
|
artikel
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| 282 |
The structural control of gold mineralisation in the area of Pino, Zamora Province, Spain
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32 |
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p. 103A
|
artikel
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| 283 |
The temperature effect on swelling of shales under cyclic wetting and drying
|
Huang, S.L.
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32 |
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p. 227-236
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artikel
|
| 284 |
Three dimensional finite strain analyses techniques from strain ellipses on non-parallel sections (in Japanese)
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32 |
3 |
p. 109A
|
artikel
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| 285 |
Three-dimensional seismic reflection: a geological tool for tectonic, paleogeomorphic and sedimentary analysis
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32 |
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p. 114A
|
artikel
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| 286 |
Tieback anchors support record setting walls for Super Collider experimental halls in Texas
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p. 124A
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artikel
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| 287 |
Torsional strength analysis of powered support (in Chinese)
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32 |
3 |
p. 122A
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artikel
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| 288 |
Total work control system for tunnels using satellite GPS and automatic laser control
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32 |
3 |
p. 113A
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artikel
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| 289 |
Transferring the European experience using mixshields for the employment in Cairo
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32 |
3 |
p. 138A
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artikel
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| 290 |
Transient electric signals prior to rock failure under uniaxial compression
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32 |
3 |
p. 104A
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artikel
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| 291 |
Transient response of multiple rigid foundations on an elastic, homogenous half-space
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32 |
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p. 128A
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artikel
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| 292 |
Transmission line anchor design and construction in volcanic clays
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32 |
3 |
p. 123A
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artikel
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| 293 |
Transport and reactive processes in aquifers. Proceedings of the IAHR/AIRU symposium, Zurich, April 1994
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32 |
3 |
p. 105A
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artikel
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| 294 |
Tunnelling and ground conditions. Proceeding of the international congress, Cairo, April 1994
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32 |
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p. 135A
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artikel
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| 295 |
Two- and three-dimensional elasto-plastic analysis for coal pillar design and its application to highwall mining
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Duncan Fama, M.E.
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32 |
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p. 215-225
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artikel
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| 296 |
Two-dimensional simulation of geotechnical problems based on solid modeling
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32 |
3 |
p. 119A
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artikel
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| 297 |
Uncertainty management in integration of exploration data using the belief function
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32 |
3 |
p. 117A-118A
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artikel
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| 298 |
Underground disposal of radioactive waste by United Kingdom Nirex, Ltd
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32 |
3 |
p. 140A
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artikel
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| 299 |
Underground openings for public use — some results from the research programme for the Gjovik Olympic Mountain Hall
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32 |
3 |
p. 141A
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artikel
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| 300 |
Underground road crossing of an archaeological area
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32 |
3 |
p. 137A
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artikel
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| 301 |
Understanding interface processes and their role in the mobility of contaminants in the geosphere: the use of surface sensitive techniques
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32 |
3 |
p. 106A
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artikel
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| 302 |
Underwater acoustics for bridge building
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32 |
3 |
p. 131A
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artikel
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| 303 |
Urban double deck circular section tunnels for private vehicles
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32 |
3 |
p. 137A
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artikel
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| 304 |
Utilization of waterway tunnel survey system using ground penetrating radar
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32 |
3 |
p. 114A
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artikel
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| 305 |
Voussoir beam response of bedded limestone roofs in Greek underground mining excavations
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32 |
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p. 141A
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artikel
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| 306 |
Water and solvent effects on the strength of set plaster
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p. 116A
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artikel
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| 307 |
Welded tuff porosity characterization using mercury intrusion, nitrogen and ethylene glycol monoethyl ether sorption and epifluorescence microscopy
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32 |
3 |
p. 110A
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artikel
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| 308 |
Window cleaning device used to free trapped miners
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32 |
3 |
p. 134A
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artikel
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| 309 |
Workplace environmental conditions and innovative tunnel driving techniques: measurement and control
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32 |
3 |
p. 135A
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artikel
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| 310 |
Wyoming's Powder River Basin — geology and geography of the nation's largest coal field
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p. 103A
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artikel
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| 311 |
Zero thickness interface elements — numerical stability and application
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p. 118A
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