Digitale Bibliotheek
Sluiten Bladeren door artikelen uit een tijdschrift
     Tijdschrift beschrijving
       Alle jaargangen van het bijbehorende tijdschrift
         Alle afleveringen van het bijbehorende jaargang
                                       Alle artikelen van de bijbehorende aflevering
 
                             547 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A characterization of pressure records in inelastic rock demonstrated by hydraulic fracturing measurements in salt Wawersik, W.R.
1989
26 6 p. 613-627
15 p.
artikel
2 Achieving a dry tunnel 1989
26 6 p. 350-351
2 p.
artikel
3 Acquisition by microcomputer of ground vibration data during pile driving 1989
26 6 p. 318-
1 p.
artikel
4 Actual behaviour of the mucky clay foundation under a breakwater 1989
26 6 p. 331-
1 p.
artikel
5 Advantages of vibrating-wire instruments in geomechanics 1989
26 6 p. 318-
1 p.
artikel
6 Alto Lindoso underground power station - geotechnical characterisation 1989
26 6 p. 311-
1 p.
artikel
7 Analysis of lignite fly ash slope at Mae Moh thermal plant 1989
26 6 p. 339-
1 p.
artikel
8 Analysis of the internal structure of rocks and characterisation of mechanical deformation by a non-destructive method: X-ray tomodensitometry 1989
26 6 p. 293-294
2 p.
artikel
9 Analytical method for geogrid-reinforced soil structures 1989
26 6 p. 325-
1 p.
artikel
10 Analytical photogrammetry: a method for monitoring slope instability 1989
26 6 p. 334-
1 p.
artikel
11 Appalachian roof instability 1989
26 6 p. 344-
1 p.
artikel
12 Applicability of landslide prediction method 1989
26 6 p. 338-339
2 p.
artikel
13 Application of an interactive computer-aided probabilistic slope stability assessment for embankments on soft Bangkok clay 1989
26 6 p. 335-
1 p.
artikel
14 Application of discrete fracture network concept with field data: possibilities of model calibration and validation 1989
26 6 p. 306-
1 p.
artikel
15 Application of electrical resistivity methods to identify leakage zones in drained lakes 1989
26 6 p. 315-
1 p.
artikel
16 Application of hydraulic fracturing to three-dimensional in situ stress measurement Kuriyagawa, M.
1989
26 6 p. 587-593
7 p.
artikel
17 Application of mode-converted shear waves to rock-property estimation from vertical seismic profiling data 1989
26 6 p. 314-
1 p.
artikel
18 Application of modified rock-mass classification systems to blasting assessment in surface mining operations 1989
26 6 p. 310-
1 p.
artikel
19 Application of rheological properties of coal measure rocks to overburden stress determination 1989
26 6 p. 302-
1 p.
artikel
20 Application of small-scale hydraulic fracturing for stress measurements in bedded salt Bush, D.D.
1989
26 6 p. 629-635
7 p.
artikel
21 Application of stereophotogrammetry to the strain localization in concrete (in French) 1989
26 6 p. 301-
1 p.
artikel
22 Applications of statistics and probability to seismic disaster mitigation researches 1989
26 6 p. 291-
1 p.
artikel
23 Approach to field testing and design for deep mine shafts in the Western U.S.A. 1989
26 6 p. 349-
1 p.
artikel
24 Approach to predict tropical soil behaviour 1989
26 6 p. 298-
1 p.
artikel
25 A reevaluation of undrained shear strength mobilised on the failure surface using laboratory shear tests. Note 1989
26 6 p. 294-
1 p.
artikel
26 Aseismic-seismogenic coupling for a long strike-slip fault 1989
26 6 p. 290-
1 p.
artikel
27 Assessment of flow in fractured rock and karst environments 1989
26 6 p. 312-
1 p.
artikel
28 Assessment of surface-mine reclamation based on sheetwash erosion rates at the Glenrock Coal Company, Glenrock, Wyoming 1989
26 6 p. 289-
1 p.
artikel
29 Atterberg limits for Nairobi soils 1989
26 6 p. 299-
1 p.
artikel
30 Automated triaxial testing system using a simple triaxial cell for soils. Technical note 1989
26 6 p. 296-
1 p.
artikel
31 Axially loaded piles and pile groups embedded in a cross-anisotropic soil 1989
26 6 p. 328-
1 p.
artikel
32 Back analysis of plane and wedge rock slope failures using microcomputer programs 1989
26 6 p. 334-
1 p.
artikel
33 Basic features of soil structure interface behaviour 1989
26 6 p. 303-
1 p.
artikel
34 Bath County pumped storage project tunnel system - evaluation of remedial measures 1989
26 6 p. 350-
1 p.
artikel
35 Beaching and permeability properties of tailings 1989
26 6 p. 308-
1 p.
artikel
36 Bearing capacity of footings adjacent to slopes 1989
26 6 p. 329-
1 p.
artikel
37 Bearing capacity of normally consolidated clay foundations 1989
26 6 p. 330-
1 p.
artikel
38 Bearing capacity tests on strip footing resting on reinforced sand subgrades. Note 1989
26 6 p. 324-
1 p.
artikel
39 Behavior of Mexico City clay subjected to undrained repeated loading. Note 1989
26 6 p. 294-
1 p.
artikel
40 Behaviour of foundation clays supporting compliant offshore structures 1989
26 6 p. 329-
1 p.
artikel
41 Behaviour of granular materials reinforced by continuous threads 1989
26 6 p. 324-
1 p.
artikel
42 Behaviour of very loose sand in the triaxial compression test 1989
26 6 p. 294-
1 p.
artikel
43 Block fall potentialities in the hazard exposure plan of Gavarnie (Haute Pyrennees, France) (in French) 1989
26 6 p. 338-
1 p.
artikel
44 Boltometer — instrument for non-destructive testing of grouted rock bolts 1989
26 6 p. 322-
1 p.
artikel
45 Borehole gravity gradiometry 1989
26 6 p. 316-
1 p.
artikel
46 Boundary element analysis of transient thermoelasticity 1989
26 6 p. 319-
1 p.
artikel
47 Bouwer and Rice slug test — an update 1989
26 6 p. 305-
1 p.
artikel
48 Brief review of constitutive models 1989
26 6 p. 319-
1 p.
artikel
49 Building a better landfill liner 1989
26 6 p. 325-
1 p.
artikel
50 Bulk appraisal of slopes in Hong Kong 1989
26 6 p. 337-
1 p.
artikel
51 Calibration measurements of rock stress by vibrating wire stressmeter at high temperatures 1989
26 6 p. 311-
1 p.
artikel
52 Calibration of dilatometer correlations 1989
26 6 p. 296-
1 p.
artikel
53 Calibration of frequency-domain electromagnetic induction meters and their possible use in recharge studies 1989
26 6 p. 314-
1 p.
artikel
54 Catastrophic rock avalanches in glacial environments 1989
26 6 p. 337-
1 p.
artikel
55 Cavability investigation of a stratabound copper deposit, Tong Kuang Yu Mine, Shanxi Province, China 1989
26 6 p. 348-
1 p.
artikel
56 Centrifugal model tests on geotextile reinforced embankments 1989
26 6 p. 332-
1 p.
artikel
57 Challenge of Yucca Mountain 1989
26 6 p. 349-
1 p.
artikel
58 Chamber stoping at Loraine gold mines 1989
26 6 p. 347-
1 p.
artikel
59 Characterisation of a rock mass and its properties by structural analysis - example of the Sainte-Croix dam site (Verdon, South East France) (In French) 1989
26 6 p. 330-
1 p.
artikel
60 Chicago's mainstream deep tunnel project 1989
26 6 p. 346-
1 p.
artikel
61 Circular sampling for Fourier analysis of digital terrain data 1989
26 6 p. 317-
1 p.
artikel
62 Classification of mine workings according to their rock burst proneness 1989
26 6 p. 351-
1 p.
artikel
63 Coal permeability to various coal seam gas 1989
26 6 p. 306-
1 p.
artikel
64 Cohesive zone model for dynamic shear faulting based on experimentally inferred constitutive relation and strong motion source parameters 1989
26 6 p. 290-
1 p.
artikel
65 Compaction grouting of the Phoenix drain tunnels 1989
26 6 p. 323-
1 p.
artikel
66 Comparative study of western US longwall panel entry systems 1989
26 6 p. 343-
1 p.
artikel
67 Comparison of finite element and limiting equilibrium analyses for an embedded cantilever retaining wall 1989
26 6 p. 340-
1 p.
artikel
68 Comparison of various design approaches for tunnel support 1989
26 6 p. 346-
1 p.
artikel
69 Comparisons, experiences and development of the use of precast concrete tunnel linings in Europe, North America and the Far East 1989
26 6 p. 345-
1 p.
artikel
70 Compressibility characteristics of sands 1989
26 6 p. 309-
1 p.
artikel
71 Computation of embankment stability by the method of the algebraic addition of forces 1989
26 6 p. 331-
1 p.
artikel
72 Computer basis for a regional seismic monitoring system 1989
26 6 p. 318-
1 p.
artikel
73 Computerised triaxial testing system 1989
26 6 p. 296-
1 p.
artikel
74 Computing the lateral load on pile groups from the model of a linearly deformable half space 1989
26 6 p. 329-
1 p.
artikel
75 Concrete dams on rock foundations: statistics of failures, estimation of safety, trends in geomechanical studies 1989
26 6 p. 330-
1 p.
artikel
76 Consolidation and creep of soils in plane-strain conditions 1989
26 6 p. 307-
1 p.
artikel
77 Consolidation behaviour of a residual soil 1989
26 6 p. 308-
1 p.
artikel
78 Construction method for improving underwater sand fills 1989
26 6 p. 332-
1 p.
artikel
79 Continuum damage model for simulation of the progressive failure of brittle rocks 1989
26 6 p. 319-
1 p.
artikel
80 Coquitlam Lake water tunnel upgrading — design and construction, a case history 1989
26 6 p. 344-345
2 p.
artikel
81 Correlation between residual friction angle, gradation and the index properties of cohesive soils. Technical note 1989
26 6 p. 295-
1 p.
artikel
82 Correlation between rotary drill performance parameters and borehole geophysical logging 1989
26 6 p. 320-
1 p.
artikel
83 Creep-inclusive non-associative Cam-Clay plasticity model 1989
26 6 p. 302-
1 p.
artikel
84 Criteria for quarry development in Southeastern Ontario 1989
26 6 p. 326-
1 p.
artikel
85 Criteria for the engineering and construction by TBM of a tunnel under the Torre Annunziata (Italy) built up area 1989
26 6 p. 345-
1 p.
artikel
86 Critical appraisal of double spiral cut in tunnel blasting 1989
26 6 p. 321-
1 p.
artikel
87 Crosshole and downhole seismic surveys in the UK Trias and Lias 1989
26 6 p. 315-316
2 p.
artikel
88 Crosshole seismics including geotomography for investigation of foundations 1989
26 6 p. 314-
1 p.
artikel
89 Crosshole seismic tomography 1989
26 6 p. 314-
1 p.
artikel
90 Crucial issues in geotechnical engineering of water resource projects 1989
26 6 p. 326-
1 p.
artikel
91 Cryer's problem with large displacements 1989
26 6 p. 307-
1 p.
artikel
92 Cyclic behaviour of clays in undrained simple shear 1989
26 6 p. 295-
1 p.
artikel
93 Damage studies at a deep level African gold mine 1989
26 6 p. 352-
1 p.
artikel
94 Data acquisition and analysis for reinforced soil bases under cyclic loading 1989
26 6 p. 327-
1 p.
artikel
95 Data bank for soil mechanical test results and statistical evaluations for tropical soils 1989
26 6 p. 317-
1 p.
artikel
96 Debris flows and hyperconcentrated floods along the Wasatch Front, Utah, 1983 and 1984 1989
26 6 p. 333-
1 p.
artikel
97 Decrease in apparent tensile and bending strength with specimen size: two different explanations based on fracture mechanics 1989
26 6 p. 353-
1 p.
artikel
98 Deep foundations USA 1989
26 6 p. 328-
1 p.
artikel
99 Deep respository shaft design - offshore and onshore concepts 1989
26 6 p. 350-
1 p.
artikel
100 Deformation regimes and the rheological evolution of fault zones in tithosphere: the effects of pressure, temperature, grainsize and time 1989
26 6 p. 289-
1 p.
artikel
101 DEPOWS - a powered support selection model 1989
26 6 p. 323-
1 p.
artikel
102 Derivation of conditions describing transport across zones of reduced dynamics within multiphase systems 1989
26 6 p. 306-
1 p.
artikel
103 Design and construction of temporary and permanent lining systems for shield tunnels in Germany 1989
26 6 p. 345-
1 p.
artikel
104 Design method for reticulated micropile structures in sliding slopes 1989
26 6 p. 334-
1 p.
artikel
105 Design parameters for soft grounds in Malaysia 1989
26 6 p. 300-
1 p.
artikel
106 Design problems of shaft lining and freezing wall in deep shaft sinking by freezing process 1989
26 6 p. 344-
1 p.
artikel
107 Design standards of hydraulic structures on swelling soils 1989
26 6 p. 308-
1 p.
artikel
108 Destabilising effects of seismic disturbances on fractures rock surrounding tabular stopes 1989
26 6 p. 349-
1 p.
artikel
109 Detection of abandoned coal mine workings and underground voids by microgravity 1989
26 6 p. 314-
1 p.
artikel
110 Detection of clays by the methylene blue test (in French) 1989
26 6 p. 303-
1 p.
artikel
111 Detection of lateral variations in geological structures using electrical resistivity gradient profiling 1989
26 6 p. 313-
1 p.
artikel
112 Determination by the radio-wave method of weakened zones in the bases of structures being constructed in karstified territories 1989
26 6 p. 314-
1 p.
artikel
113 Determination of bedrock topography beneath the Greenland ice sheet by three-dimensional imaging of radar sounding data 1989
26 6 p. 314-
1 p.
artikel
114 Determination of in situ stress profiles through hydraulic fracturing measurements in two distinct geologic areas Whitehead, W.S.
1989
26 6 p. 637-645
9 p.
artikel
115 Determination of significant material parameters for quality control of new techniques in geotechnical engineering using statistical methods 1989
26 6 p. 320-
1 p.
artikel
116 Determination of the depth of the deformation zone in the beds of annular foundations 1989
26 6 p. 329-
1 p.
artikel
117 Determining the minimum in situ stress from hydraulic fracturing through perforations Warpinski, N.R.
1989
26 6 p. 523-531
9 p.
artikel
118 Developing reinforcement requirements for rockburst conditions at Hecla's lucky Friday mine 1989
26 6 p. 322-
1 p.
artikel
119 Development and current experience with double shield T.B.M. 1989
26 6 p. 345-
1 p.
artikel
120 Development of a data base using the Case hollow cylinder apparatus 1989
26 6 p. 298-
1 p.
artikel
121 Development of a data base using the Grenoble true triaxial apparatus 1989
26 6 p. 298-
1 p.
artikel
122 Development of boomtype tunnelling machine for hard rock 1989
26 6 p. 322-
1 p.
artikel
123 Development of stochastic ground movement: study of SMART-1 array data 1989
26 6 p. 290-291
2 p.
artikel
124 Development of theory and practice in geotechnical engineering 1989
26 6 p. 293-
1 p.
artikel
125 Developments in insitu permeability testing 1989
26 6 p. 307-
1 p.
artikel
126 Diametral deformation method for in-situ stress measurement 1989
26 6 p. 311-
1 p.
artikel
127 Different classes of constitutive equations and their characteristics 1989
26 6 p. 319-
1 p.
artikel
128 Dilatancy characteristics of normally consolidated cohesive soils. Technical note 1989
26 6 p. 296-
1 p.
artikel
129 Direct correlations between piezocone test results and undrained shear strength of clay 1989
26 6 p. 295-296
2 p.
artikel
130 Direct shear tests on sand 1989
26 6 p. 295-
1 p.
artikel
131 Discontinuum approach to compaction and subsidence modelling as applied to Ekofisk 1989
26 6 p. 352-
1 p.
artikel
132 Disposal of nuclear waste: a problem in mass management? 1989
26 6 p. 350-
1 p.
artikel
133 Downhole geophysics as an aid to the interpretation of an evaporite sequence: Examples from Nova Scotia 1989
26 6 p. 313-
1 p.
artikel
134 Downhole simulation cell shows unexpected effects of shale hydration on borehole wall 1989
26 6 p. 320-
1 p.
artikel
135 Downsream impacts of a dam on a bedrock fluvial system, Brazos river, central Texas 1989
26 6 p. 292-
1 p.
artikel
136 Dynamic slope stability analysis using the finite element method 1989
26 6 p. 335-
1 p.
artikel
137 Dynamic subsoil-coupling between rigid, circular foundations on the halfspace 1989
26 6 p. 342-
1 p.
artikel
138 Earth pressure balanced shield machine to cope with boulders 1989
26 6 p. 346-
1 p.
artikel
139 Earthquake analysis of intake-outlet towers including tower-water-foundation-soil interaction 1989
26 6 p. 341-
1 p.
artikel
140 Effect of boundary conditions on the shear behavior of a dilatant rock joint 1989
26 6 p. 297-
1 p.
artikel
141 Effect of contact area on the permeability of fractures 1989
26 6 p. 306-
1 p.
artikel
142 Effect of Poisson's ratio and the far-field boundary conditions on the accuracy of finite element calculations. Short communication 1989
26 6 p. 319-
1 p.
artikel
143 Effects of cementation on the stress-strain behavior of a sand 1989
26 6 p. 299-
1 p.
artikel
144 Effects of sample height in hollow cylinder tests 1989
26 6 p. 298-
1 p.
artikel
145 Effects of slurry backfilling - lessons learned 1989
26 6 p. 323-
1 p.
artikel
146 Effects of stress history on shear modulus of saturated Ottawa sand 1989
26 6 p. 301-
1 p.
artikel
147 Elastic analysis of piled raft foundations in a homogeneous soil 1989
26 6 p. 329-
1 p.
artikel
148 Elastic moduli of soils containing large gas bubbles 1989
26 6 p. 295-
1 p.
artikel
149 Elastoplastic analysis of embankment foundation 1989
26 6 p. 331-
1 p.
artikel
150 Elasto-plasticity and work hardening characteristics of some red coloured Nigerian soils 1989
26 6 p. 300-
1 p.
artikel
151 Elasto-viscoplastic constitutive models for clays 1989
26 6 p. 302-
1 p.
artikel
152 Engineering geology of the Kielder Dam 1989
26 6 p. 326-
1 p.
artikel
153 Engineering properties of a saprolitic soil from granite 1989
26 6 p. 298-299
2 p.
artikel
154 Engineering properties of coastal subsoils in peninsular Malaysia 1989
26 6 p. 301-
1 p.
artikel
155 Engineering properties of Cochin marine clays and its stabilisation with lime 1989
26 6 p. 301-
1 p.
artikel
156 Engineering properties of Mengtze expansive soil 1989
26 6 p. 299-
1 p.
artikel
157 Environmental impacts of coal mining and preventive measures in Japan 1989
26 6 p. 351-
1 p.
artikel
158 Erosion of unsurfaced earth and gravel roads 1989
26 6 p. 290-
1 p.
artikel
159 Estimating rates and electrical conductivities of borehole inflows using a logging/two level pumping technique 1989
26 6 p. 316-
1 p.
artikel
160 Estimating the crush zone size under a cutting tool in coal 1989
26 6 p. 321-
1 p.
artikel
161 Estimation of soil internal erosion potential 1989
26 6 p. 292-
1 p.
artikel
162 Estimation of the risks involved by a large excavation at the toe of a slope (in French) 1989
26 6 p. 336-
1 p.
artikel
163 Evaluation of deep pumping tests 1989
26 6 p. 292-
1 p.
artikel
164 Evaluation of geotextile-soil friction 1989
26 6 p. 303-
1 p.
artikel
165 Evaluation of landslide crevices and stabilities 1989
26 6 p. 337-
1 p.
artikel
166 Evaluation of liquefaction resistance of clean sands based on high-quality undisturbed samples 1989
26 6 p. 310-
1 p.
artikel
167 Evaluation of risks of slope instability along a coastal reach 1989
26 6 p. 336-
1 p.
artikel
168 Evaluation of the HTPF method of stress determination in two kinds of rock Burlet, D.
1989
26 6 p. 673-679
7 p.
artikel
169 Evaluation of the susceptibility to deformation of slopes -an example from Czechoslovakia 1989
26 6 p. 338-
1 p.
artikel
170 Evolutionary Kanai-Tajimi type earthquake models 1989
26 6 p. 291-
1 p.
artikel
171 Examination of encrustations in an unlined borehole using the sidewall sampling technique 1989
26 6 p. 293-
1 p.
artikel
172 Examples of high cut slopes stabilization on Transgabonese railway (in French) 1989
26 6 p. 335-
1 p.
artikel
173 Excavation in very difficult rock conditions (In German) 1989
26 6 p. 347-
1 p.
artikel
174 Excavation of a major tunnel by double shielded TBM through mixed ground of basalt and clayey soils 1989
26 6 p. 345-
1 p.
artikel
175 Excavation of large NATM tunnel by roadheader with automatic cutting device 1989
26 6 p. 345-
1 p.
artikel
176 Excavation slopes in tropical soils: stability and resistance to erosion 1989
26 6 p. 339-
1 p.
artikel
177 Expansive soils in canals: Purna Project - a case study 1989
26 6 p. 333-
1 p.
artikel
178 Experience from design and construction of a hydro station 1989
26 6 p. 351-
1 p.
artikel
179 Experience from more than 400km of tunnel construction in the hydro-power plants of the Verbund-Group 1989
26 6 p. 346-
1 p.
artikel
180 Experience with “fracture pressurization tests” as a stress measuring technique in a jointed rock mass Baumgärtner, J.
1989
26 6 p. 661-671
11 p.
artikel
181 Experience with hydrofracture stress measurements to depths of 2.6 km and implications for measurements to 6 km in the Carnmenellis granite Pine, R.J.
1989
26 6 p. 565-571
7 p.
artikel
182 Experience with nearshore and offshore geotechnical problems 1989
26 6 p. 333-
1 p.
artikel
183 Experience with rib pillar extraction in South African collieries 1989
26 6 p. 348-
1 p.
artikel
184 Experimental investigation of the effect of the bending stiffness of reinforced-concrete piles under load 1989
26 6 p. 329-
1 p.
artikel
185 Experimental stress-dilatancy relations of sand subjected to cyclic loading 1989
26 6 p. 296-
1 p.
artikel
186 Experimental studies of slotted foundations for the supports of high-voltage lines 1989
26 6 p. 329-
1 p.
artikel
187 Experimental study on the rock bolt reinforcement in jointed rock mass 1989
26 6 p. 322-
1 p.
artikel
188 Experimental use of cinder gravels on roads in Ethiopia 1989
26 6 p. 327-
1 p.
artikel
189 Experiments in rock mechanics for the site characterization of Yucca Mountain 1989
26 6 p. 350-
1 p.
artikel
190 Extensometer investigations of frozen shaft lining 1989
26 6 p. 326-
1 p.
artikel
191 Fabric development in lime treated clay soils 1989
26 6 p. 325-
1 p.
artikel
192 Factors affecting the collapse potential of calcareous desert sands 1989
26 6 p. 309-
1 p.
artikel
193 Fast landslide risk of an unstable clay slope (in French) 1989
26 6 p. 302-
1 p.
artikel
194 Few case histories of structures, on expansive soils in A.P. 1989
26 6 p. 308-
1 p.
artikel
195 Field investigation into the effectiveness of reclamation equipment alternatives in reducing subsoil compaction 1989
26 6 p. 325-
1 p.
artikel
196 Field investigation of surrounding rock movement and its numerical analogue 1989
26 6 p. 351-
1 p.
artikel
197 Fluid density and gravitational variations in deep boreholes and their effect on fluid potential 1989
26 6 p. 349-
1 p.
artikel
198 Focused packer testing: — a structured approach to save time and improve results 1989
26 6 p. 307-
1 p.
artikel
199 Foreword Haimson, Bezalel C.
1989
26 6 p. I-II
nvt p.
artikel
200 Formation and properties of fault zones in brittle rock 1989
26 6 p. 306-
1 p.
artikel
201 Formation of pockmarks and their potential influence on offshore construction 1989
26 6 p. 326-
1 p.
artikel
202 Foundation design for deepwater gravity base structure with long skirts on soft soils 1989
26 6 p. 330-
1 p.
artikel
203 Foundation design for the Skydome Stadium, Toronto 1989
26 6 p. 327-
1 p.
artikel
204 Fracture closure pressures from free-oscillation measurements during stress testing in complex reservoirs Holzhausen, G.
1989
26 6 p. 533-540
8 p.
artikel
205 Fracture effects in the shallow groundwater zone in weathered Sarnia-area clay 1989
26 6 p. 304-
1 p.
artikel
206 Fracture reopening during hydraulic fracturing stress determinations Hardy, M.P.
1989
26 6 p. 489-497
9 p.
artikel
207 Full scale reinforcement of soils by waste plastic materials (in French) 1989
26 6 p. 325-
1 p.
artikel
208 Further extensions to Bishop and Morgenstern slope stability charts 1989
26 6 p. 334-
1 p.
artikel
209 Gas transport in unsaturated zones: multicomponent systems and the adequacy of Fick's laws 1989
26 6 p. 305-
1 p.
artikel
210 General failure criteria for saltrock 1989
26 6 p. 302-
1 p.
artikel
211 General report: evaluation of landslide hazard 1989
26 6 p. 336-
1 p.
artikel
212 Generation and dissipation of excess pore pressure during pressuremeter tests. Technical note 1989
26 6 p. 308-
1 p.
artikel
213 Genetic influences on the compaction and CBR characteristics of three lateritic soils in Ile-Ife area, S.W. Nigeria 1989
26 6 p. 300-
1 p.
artikel
214 Geochemical environment 1989
26 6 p. 349-
1 p.
artikel
215 Geomembrane interface friction. Note 1989
26 6 p. 324-
1 p.
artikel
216 Geophysical studies of a karst aquifer in the southern Harz foreland of Western Germany 1989
26 6 p. 315-
1 p.
artikel
217 Geotechnical and planning aspects of coastal landslides in the United Kingdom 1989
26 6 p. 338-
1 p.
artikel
218 Geotechnical assessment of the bearing capacity of coal mine floors 1989
26 6 p. 347-
1 p.
artikel
219 Geotechnical behaviour of soils from coastal region of Bangladesh 1989
26 6 p. 300-
1 p.
artikel
220 Geotechnical characteristics of two large plains 1989
26 6 p. 313-
1 p.
artikel
221 Geotechnical investigations of dredged overburden at the syncrude oil sand mine in northern Alberta, Canada 1989
26 6 p. 332-
1 p.
artikel
222 Geotechnical properties at ‘Kunigami Maaji’ soils on Okinawa Island, Japan 1989
26 6 p. 299-
1 p.
artikel
223 Geotechnical properties of subsurface soils in the Gulf of Thailand 1989
26 6 p. 316-
1 p.
artikel
224 Geotechnical properties of volcanic mud in a near-shore area of East Java 1989
26 6 p. 300-
1 p.
artikel
225 Geotechnical study of slope stability for Tangjiegou gold mine 1989
26 6 p. 334-
1 p.
artikel
226 Geotechnical survey of the piraeus marl 1989
26 6 p. 290-
1 p.
artikel
227 Granular soils in rigid-wall permeameters: Method for determining the degree of saturation 1989
26 6 p. 317-
1 p.
artikel
228 Groundwater effect on keyblocks in rock slopes 1989
26 6 p. 341-
1 p.
artikel
229 Groundwater near the Moray Firth: the coastal aquifer between Forres and Elgin, Grampian Region 1989
26 6 p. 292-
1 p.
artikel
230 Grouting and support techniques used in the karstic limestones of the Jura mountains for the LEP underground laboratory. Short communication 1989
26 6 p. 350-
1 p.
artikel
231 Grouting for groundwater control — Milwaukee inline project 1989
26 6 p. 323-
1 p.
artikel
232 Handling infiltration into underground structures 1989
26 6 p. 351-
1 p.
artikel
233 Hazard zonation of coastal landslides 1989
26 6 p. 312-
1 p.
artikel
234 Heading of the Karawanken Tunnel in the tectonically seriously stressed southern sector (In German) 1989
26 6 p. 343-
1 p.
artikel
235 Heat engineering calculation of permafrost bases of buildings and structures with the use of the corner point method 1989
26 6 p. 304-
1 p.
artikel
236 Heatlieskrans — a recent tunnelling experience in Cretaceous sediments 1989
26 6 p. 345-
1 p.
artikel
237 High strength, superior durability, concrete shaft linings 1989
26 6 p. 349-
1 p.
artikel
238 Horizontal displacements induced by rock excavation: Scotia Plaza, Toronto, Ontario 1989
26 6 p. 327-
1 p.
artikel
239 Hydraulic conductivity of tropical residual soils 1989
26 6 p. 307-
1 p.
artikel
240 Hydraulic fracturing technique: Pore pressure effect and stress heterogeneity Ikeda, R.
1989
26 6 p. 471-475
5 p.
artikel
241 Hypo-elastic analogues of the dilatant double-sliding model 1989
26 6 p. 319-
1 p.
artikel
242 Hysteresis of deformations of swelling soils 1989
26 6 p. 299-
1 p.
artikel
243 Identification, analysis and control of Hengshan landslide at Hancheng power plant 1989
26 6 p. 336-
1 p.
artikel
244 Identification of outliers in geotechnical data 1989
26 6 p. 317-
1 p.
artikel
245 Identifying fracture interconnections between boreholes using natural temperature profiling: I. Conceptual basis 1989
26 6 p. 316-
1 p.
artikel
246 Impedance functions and input motions for embedded square foundations 1989
26 6 p. 342-
1 p.
artikel
247 Improved iterative solution for finite-element analysis on microcomputers 1989
26 6 p. 318-
1 p.
artikel
248 Improvements on hydrofracturing technology and its interpretation of data Li, F.
1989
26 6 p. 681-685
5 p.
artikel
249 Improvements to standard doorstopper and Leeman cell stress measuring techniques 1989
26 6 p. 311-
1 p.
artikel
250 Inclusive infiltration equation for downward water entry into soil 1989
26 6 p. 306-
1 p.
artikel
251 Incremental stress-strain relationships for regular packings made of multi-sized particles 1989
26 6 p. 319-
1 p.
artikel
252 Index test results and durability characteristics of Drakenberg basalts 1989
26 6 p. 311-
1 p.
artikel
253 Induced anisotropy in cohesionless soil: experiments and modelling 1989
26 6 p. 318-
1 p.
artikel
254 Inductive coupling for a conductive dyke in a resistive Earth 1989
26 6 p. 314-
1 p.
artikel
255 Infinite boundary elements 1989
26 6 p. 347-
1 p.
artikel
256 Influence of a soil-strip interface failure condition on the yield-strength of reinforced earth 1989
26 6 p. 324-
1 p.
artikel
257 Influence of changes in methanol concentration on clay particle interactions 1989
26 6 p. 304-
1 p.
artikel
258 Influence of longwall support on the occurrence of roof cavities 1989
26 6 p. 344-
1 p.
artikel
259 Influence of overconsolidation on the freezing characteristics of a clayey silt 1989
26 6 p. 291-
1 p.
artikel
260 Influence of reservoir loading on dam stresses and deformations 1989
26 6 p. 331-
1 p.
artikel
261 Influence of rock properties on blast-induced vibration 1989
26 6 p. 321-
1 p.
artikel
262 Influence of seasonal variation in temperature in the Malpasset disaster 1989
26 6 p. 330-
1 p.
artikel
263 Influence of time dependent material behaviour on determination of rock mechanical parameters (in German) 1989
26 6 p. 311-
1 p.
artikel
264 In-situ determination of soil damping in the lake deposit area of Mexico City 1989
26 6 p. 310-
1 p.
artikel
265 In-situ holographic elastic moduli measurements from boreholes 1989
26 6 p. 294-
1 p.
artikel
266 In situ stress measurements in the Kanto-Tokai region of Japan for the prediction of earthquakes 1989
26 6 p. 312-
1 p.
artikel
267 In-situ tectonic stress measurement by hydraulic fracturing method 1989
26 6 p. 312-
1 p.
artikel
268 Interface element formulation for the analysis of soil-reinforcement interaction 1989
26 6 p. 303-
1 p.
artikel
269 Internally braced cuts in overconsolidated soils 1989
26 6 p. 340-
1 p.
artikel
270 Interpretation of hydraulic fracture parameters by inversion of pressure curves Charlez, P.H.
1989
26 6 p. 549-553
5 p.
artikel
271 Interpretation of hydraulic fracturing pressure-time records using interactive analysis methods Baumgärtner, J.
1989
26 6 p. 461-469
9 p.
artikel
272 Interpretation of hydraulic fracturing shut-in curves for tectonic stress measurements Hayashi, K.
1989
26 6 p. 477-482
6 p.
artikel
273 Interpretation of hydrofrac pressure recordings using a simple fracture mechanics simulation model Rummel, F.
1989
26 6 p. 483-488
6 p.
artikel
274 Interpretation of moduli from self-boring pressuremeter tests in sand 1989
26 6 p. 294-
1 p.
artikel
275 Interpretation of the shut-in pressure from the rate of pressure decay Tunbridge, L.W.
1989
26 6 p. 457-459
3 p.
artikel
276 Introduction of vertical guidance into the Nottinghamshire area 1989
26 6 p. 321-322
2 p.
artikel
277 Introduction to part I advances in test record interpretation Haimson, Bezalel C.
1989
26 6 p. 445-
1 p.
artikel
278 Introduction to part II Laboratory studies and field experience Haimson, Bezalel C.
1989
26 6 p. 563-
1 p.
artikel
279 Investigation of poroelastic effects related to hydraulic fracture propagation in rock and stress measurement techniques 1989
26 6 p. 301-
1 p.
artikel
280 Irrigation systems on subsiding soils 1989
26 6 p. 332-333
2 p.
artikel
281 Isotropic hardening elastoplastic model for sand considering the stress path dependency in three-dimensional stresses 1989
26 6 p. 296-
1 p.
artikel
282 Kansai International Airport - construction of man-made island 1989
26 6 p. 333-
1 p.
artikel
283 Karakaya dam and powerplant 1989
26 6 p. 330-
1 p.
artikel
284 Keys to good fracturing — 5. Conductive fractures and staged treatments increase reservoir productivity 1989
26 6 p. 301-
1 p.
artikel
285 Keys to good fracturing — 6. New fluids help increase effectiveness of hydraulic fracturing 1989
26 6 p. 301-
1 p.
artikel
286 Keys to good fracturing — 2. Pressure transient analysis key to fracs 1989
26 6 p. 305-
1 p.
artikel
287 Kinetics of reaction of sulphur dioxide with marble 1989
26 6 p. 304-
1 p.
artikel
288 Ko valu and degree of anisotropy of overconsolidated clay 1989
26 6 p. 300-
1 p.
artikel
289 Laboratory and field characterisation of immediate floor strata in Illinois basin coal mines 1989
26 6 p. 297-
1 p.
artikel
290 Laboratory studies on mud-pumping into ballast under repetitive rail loading 1989
26 6 p. 327-
1 p.
artikel
291 Laboratory study of hydraulic fracturing pressure data—how valid is their conventional interpretation? Cheung, L.S.
1989
26 6 p. 595-604
10 p.
artikel
292 Landfill site in a karst environment, Madison County, Florida - a case study 1989
26 6 p. 292-
1 p.
artikel
293 Landslides along artificial reservoirs (in French) 1989
26 6 p. 337-
1 p.
artikel
294 Landslides risk in the Peruvian Andes 1989
26 6 p. 337-
1 p.
artikel
295 Landslide stabilization using drainage wells, concrete dowels and anchored bore pile walls 1989
26 6 p. 336-
1 p.
artikel
296 Landsliding on the Tazara Railway, Tanzania 1989
26 6 p. 338-
1 p.
artikel
297 Large scale direct shear tests on reinforced soil 1989
26 6 p. 325-
1 p.
artikel
298 Laterites and lateritic soils of west coast of India 1989
26 6 p. 302-
1 p.
artikel
299 Lime sludge stabilization of sand for capping sanitary landfills 1989
26 6 p. 325-
1 p.
artikel
300 Lime stabilisation of glacial clay 1989
26 6 p. 325-
1 p.
artikel
301 Limit analysis of cohesive slopes reinforced with geotextiles 1989
26 6 p. 324-
1 p.
artikel
302 Liquefaction analysis of the 1971 ground failure at the San Fernando Valley Juvenile Hall, California 1989
26 6 p. 309-
1 p.
artikel
303 Low temperature hydrothermal alteration in near-surface sediments, Salton Sea geothermal area 1989
26 6 p. 293-
1 p.
artikel
304 Magnetic signatures of zones of fractures in igneous metamorphic rocks with an example from southeastern New England 1989
26 6 p. 315-
1 p.
artikel
305 Magnetic wavetilt measurements of geological fracture mapping 1989
26 6 p. 313-
1 p.
artikel
306 Management and planning of bulk data retrieval and processing for critical geotechnical engineering projects 1989
26 6 p. 317-
1 p.
artikel
307 Mapping and monitoring electrical resistivity with surface and subsurface electrode arrays 1989
26 6 p. 316-
1 p.
artikel
308 Mapping techniques to cut small hydro costs 1989
26 6 p. 312-
1 p.
artikel
309 Measurement and monitoring of rock stress by means of flatjack, pressure capsule and hydraulic fracturing techniques at Yanahara mine 1989
26 6 p. 311-
1 p.
artikel
310 Mechanism of high mobility in the Ontake debris avalanche 1989
26 6 p. 339-
1 p.
artikel
311 Mechanisms affecting pressure decline during fracturing Bennaceur, K.
1989
26 6 p. 555-562
8 p.
artikel
312 Methane drainage in longwall coal mining 1989
26 6 p. 347-348
2 p.
artikel
313 Method for measuring soil properties of a very soft clay 1989
26 6 p. 300-
1 p.
artikel
314 Method of mining in longwall with inclined slicing consistent in the seam bottom 1989
26 6 p. 348-
1 p.
artikel
315 Methylene blue test and the geotechnical classification of soils (In French) 1989
26 6 p. 310-
1 p.
artikel
316 Microcomputer automation of the hydrometer test for soil grading 1989
26 6 p. 294-
1 p.
artikel
317 Micromechanics of the brittle to plastic transition in Carrara Marble 1989
26 6 p. 295-
1 p.
artikel
318 Micro/minifrac test procedures and interpretation for in situ stress determination De Bree, P.
1989
26 6 p. 515-521
7 p.
artikel
319 Mining subsidence and displacement prediction using influence function methods for steep seams 1989
26 6 p. 351-
1 p.
artikel
320 Mixed modelling of reinforced soils within the framework of the yield design theory 1989
26 6 p. 324-
1 p.
artikel
321 Mixshield — design characteristics and site experiences 1989
26 6 p. 345-
1 p.
artikel
322 Modelling non-Darcian flow in one-dimensional consolidation 1989
26 6 p. 304-
1 p.
artikel
323 Modelling of membrane action in a two-layer reinforced soil system 1989
26 6 p. 324-
1 p.
artikel
324 Modelling the subsidence and progressive mining of a shaft pillar using a distinct element model 1989
26 6 p. 348-
1 p.
artikel
325 Model tests and analyses of laterally loaded pile groups 1989
26 6 p. 329-
1 p.
artikel
326 Model tests on the rupture characteristics of circular lining embedded in soft ground 1989
26 6 p. 344-
1 p.
artikel
327 Modified material specifications for base laterites for secondary roads 1989
26 6 p. 327-
1 p.
artikel
328 Moduli for deformation studies of the foundation and abutments of the Portugues Dam - Puerto Rico 1989
26 6 p. 297-
1 p.
artikel
329 MODUSER: a user interface for MODFLOW. Technical note 1989
26 6 p. 291-
1 p.
artikel
330 Monitoring and analysis of pore pressures during the screw plate test 1989
26 6 p. 297-
1 p.
artikel
331 Monitoring and performance of a composite breakwater 1989
26 6 p. 333-
1 p.
artikel
332 Monitoring of openpit ground displacement 1989
26 6 p. 334-
1 p.
artikel
333 Monitoring of seismicity and measures implemented to alleviate rockburst damage at Kloof - a division of Kloof Gold Mining Co Ltd 1989
26 6 p. 352-
1 p.
artikel
334 Movement and stability of slopes in residual soil fills 1989
26 6 p. 339-
1 p.
artikel
335 Multi-disciplinary analysis and design of class V drainage wells for a large commercial development 1989
26 6 p. 292-
1 p.
artikel
336 NATM in-situ construction monitoring in soft rock stratum 1989
26 6 p. 346-
1 p.
artikel
337 Network modelling of flow in natural fractures 1989
26 6 p. 306-
1 p.
artikel
338 New approach for evaluating the shear strength of coral mixed soil 1989
26 6 p. 300-
1 p.
artikel
339 New approach to the design of unpaved roads - part I 1989
26 6 p. 326-
1 p.
artikel
340 New calcium-tolerant polymer helps improve drilling-mud performance and to reduce costs 1989
26 6 p. 320-
1 p.
artikel
341 New design trends in expansive soils 1989
26 6 p. 330-
1 p.
artikel
342 New development of special mining technology in China 1989
26 6 p. 348-
1 p.
artikel
343 New developments in hydrofracturing stress measurements at Luleå University of technology Bjarnason, B.
1989
26 6 p. 579-586
8 p.
artikel
344 New developments in the field of mechanical road drivages (in German) 1989
26 6 p. 321-
1 p.
artikel
345 New finite element techniques for modelling deformation histories of continents with stratified temperature-dependent rheology 1989
26 6 p. 289-
1 p.
artikel
346 New instruments for strength and stress measurements in coal mines 1989
26 6 p. 297-298
2 p.
artikel
347 New laboratory tests evaluate the effectiveness of Gilsonite resin as a borehole stabilizer 1989
26 6 p. 320-
1 p.
artikel
348 New measuring device and data acquisition system for true triaxial dynamic soil test 1989
26 6 p. 310-
1 p.
artikel
349 New method of stability analysis of concrete dams on rock foundations 1989
26 6 p. 331-
1 p.
artikel
350 New model for geosynthetic reinforced soil 1989
26 6 p. 328-
1 p.
artikel
351 New simple shear deformation apparatus for rocks and soils 1989
26 6 p. 296-
1 p.
artikel
352 Nonlinear failure envelope for soils: technical note 1989
26 6 p. 295-
1 p.
artikel
353 Numerical analysis of large diameter wells with a seepage face 1989
26 6 p. 305-
1 p.
artikel
354 Numerical method for the analysis of ground improved by columnar inclusions 1989
26 6 p. 325-
1 p.
artikel
355 Numerical modeling of a multi-aquifer system in Eastern Saudi Arabia 1989
26 6 p. 292-
1 p.
artikel
356 Numerical scheme for calculating stresses and strain rates in glaciers 1989
26 6 p. 353-
1 p.
artikel
357 Numerical simulation of excavation in elastoplastic soils 1989
26 6 p. 340-
1 p.
artikel
358 On-site interactive hydraulic fracturing procedures for determining the minimum in situ stress from fracture closure and reopening pressures Shlyapobersky, J.
1989
26 6 p. 541-548
8 p.
artikel
359 On stress-dilatancy equations of sand subjected to cyclic loading 1989
26 6 p. 310-
1 p.
artikel
360 On the problem of fuzzy searching for hard workability rocks in open-pit mine exploitation 1989
26 6 p. 316-
1 p.
artikel
361 On the residual shearing strength of clays. Technical note 1989
26 6 p. 295-
1 p.
artikel
362 On the variable mesh finite element analysis of unconfined seepage problems 1989
26 6 p. 340-
1 p.
artikel
363 Operating experience with a plough for difficult seams (in German) 1989
26 6 p. 321-
1 p.
artikel
364 Operating experience with the disc-type enlarging drill (in German) 1989
26 6 p. 320-
1 p.
artikel
365 Operating experience with ultra-heavy selective-cut roadheading machines suitable for use in stone (in German) 1989
26 6 p. 321-
1 p.
artikel
366 Optimization of parameters for supports in large mining-height operations preventative measures for surrounding rock based on rock pressure analysis 1989
26 6 p. 323-
1 p.
artikel
367 Optimization technique for back analysis of failed slopes 1989
26 6 p. 339-
1 p.
artikel
368 Orientation of hydraulic fractures in salt under hydrostatic and non-hydrostatic stresses Doe, T.W.
1989
26 6 p. 605-611
7 p.
artikel
369 Origin and movement of groundwater and major ions in a thick deposit of Champlain Sea clay near Montreal 1989
26 6 p. 304-
1 p.
artikel
370 Overall characteristic equation of the main roof and its mechanism 1989
26 6 p. 344-
1 p.
artikel
371 Parameter estimation for coupled unsaturated flow and transport 1989
26 6 p. 305-
1 p.
artikel
372 Parameter selection for stability analysis 1989
26 6 p. 338-
1 p.
artikel
373 Parameters of a tunnel boring machine's daily performance (In German) 1989
26 6 p. 347-
1 p.
artikel
374 Particle travel times of contaminants incorporated into a planning model for groundwater plume capture 1989
26 6 p. 292-
1 p.
artikel
375 Peak particle velocity for rockbursts in some Ontario mines 1989
26 6 p. 352-
1 p.
artikel
376 Performance of canals in expansive soils 1989
26 6 p. 333-
1 p.
artikel
377 Performance of flexible retaining walls supporting dry cohesionless soils under cyclic loads 1989
26 6 p. 342-
1 p.
artikel
378 Photographic measurements of jointing and fragmentation 1989
26 6 p. 313-
1 p.
artikel
379 Physical and numerical studies of a fracture system model 1989
26 6 p. 305-
1 p.
artikel
380 Physical model for earthquakes. 3. Thermodynamical approach and its relation to nonclassical theories of nucleation 1989
26 6 p. 290-
1 p.
artikel
381 Pile displacement due to tensile loads 1989
26 6 p. 328-
1 p.
artikel
382 Pipe penetration in cohesive soil 1989
26 6 p. 328-
1 p.
artikel
383 Plastic cutoff wall for seepage control at Salauli Dam 1989
26 6 p. 341-
1 p.
artikel
384 Plate anchor behaviour under long term loading 1989
26 6 p. 322-
1 p.
artikel
385 Pneumatic placement of mill tailings at 25 tons/hour 1989
26 6 p. 323-
1 p.
artikel
386 Poroelastic effects in the determination of the maximum horizontal principal stress in hydraulic fracturing tests—A proposed breakdown equation employing a modified effective stress relation for tensile failure Schmitt, D.R.
1989
26 6 p. 499-506
8 p.
artikel
387 Poroelasticity considerations in In Situ stress determination by hydraulic fracturing Detournay, E.
1989
26 6 p. 507-513
7 p.
artikel
388 Potential rockfalls in convectionally supported stopes - a simple probabilistic approach 1989
26 6 p. 348-
1 p.
artikel
389 Prediction of amplitude of vibration of machine foundations 1989
26 6 p. 342-
1 p.
artikel
390 Prediction of compressibility of tropical soils 1989
26 6 p. 308-
1 p.
artikel
391 Preliminary assessment of risk involved in rock cuttings for roads 1989
26 6 p. 335-
1 p.
artikel
392 Preliminary geotechnical and mine planning investigations for the Judy Creek south block coal project, Alberta 1989
26 6 p. 312-
1 p.
artikel
393 Problems with interpretation of sand state from cone penetration test 1989
26 6 p. 295-
1 p.
artikel
394 Properties of granitic soil in Aswan, Egypt 1989
26 6 p. 294-
1 p.
artikel
395 Proposed erosion model for cut slopes in Hong Kong 1989
26 6 p. 339-
1 p.
artikel
396 Protection measures against rock falls (in French) 1989
26 6 p. 313-
1 p.
artikel
397 Protection of ground-water monitoring wells against frost heave 1989
26 6 p. 291-
1 p.
artikel
398 Radiation effects on chemistry 1989
26 6 p. 349-
1 p.
artikel
399 Rainfall and landslides: research into a critical precipitation coefficient in an area of Italy 1989
26 6 p. 337-
1 p.
artikel
400 Randomization test for the comparison of ordered sequences 1989
26 6 p. 317-
1 p.
artikel
401 Rapid excavation of a 5.7 km headrace tunnel in Shin'Aimoto hydroelectric power plant project - geostatistical assessment and TBM application 1989
26 6 p. 346-
1 p.
artikel
402 Rate of decay of marble in laboratory and outdoor exposure 1989
26 6 p. 304-
1 p.
artikel
403 Recoverable sensor for measurement of tangential strain at borehole walls - a key component in some innovative borehole instrumentation 1989
26 6 p. 312-
1 p.
artikel
404 Recursive evaluation of interaction forces of unbounded soil in the time domain 1989
26 6 p. 341-
1 p.
artikel
405 Recursive evaluation of interaction forces of unbounded soil in the time domain from dynamic-stiffness coefficients in the frequency domain 1989
26 6 p. 341-
1 p.
artikel
406 Reduction of acid generation in mine tailings through the use of moisture-retaining cover layers as oxygen barriers 1989
26 6 p. 304-
1 p.
artikel
407 Refinement of hydrological factors for the design of cut slopes in tropical soils 1989
26 6 p. 293-
1 p.
artikel
408 Relationship between the fractal dimension and joint roughness coefficient 1989
26 6 p. 303-
1 p.
artikel
409 Relationship of geologic features to seismic events, Lucky Friday Mine, Mullan, Idaho 1989
26 6 p. 352-
1 p.
artikel
410 Relevance of partial saturation to the mechanical behaviour of tuffs 1989
26 6 p. 297-
1 p.
artikel
411 Reliability model for soil liners: initial design 1989
26 6 p. 305-
1 p.
artikel
412 Remeasurement of weathering rates, St. Paul's Cathedral, London 1989
26 6 p. 289-
1 p.
artikel
413 Report on a field trial of an underhand longwall mining method to alleviate rock burst hazards 1989
26 6 p. 352-
1 p.
artikel
414 Resistivity sounding for landfill investigations 1989
26 6 p. 315-
1 p.
artikel
415 Review of tailings disposal practices in North America and Australia 1989
26 6 p. 331-
1 p.
artikel
416 Rigid foundations subjected to seismic waves 1989
26 6 p. 342-
1 p.
artikel
417 Road embankment construction on unstable colluvial soil slopes 1989
26 6 p. 340-
1 p.
artikel
418 Rockburst research at Falconbridge Limited 1989
26 6 p. 351-
1 p.
artikel
419 Rock classification for portal design 1989
26 6 p. 310-
1 p.
artikel
420 Rocking damping of arbitrarily shaped embedded foundations 1989
26 6 p. 342-
1 p.
artikel
421 Rocking stiffness of arbitrarily shaped embedded foundations 1989
26 6 p. 342-
1 p.
artikel
422 Rock mass deformability: in situ tests, their interpretation and typical results in Italy 1989
26 6 p. 298-
1 p.
artikel
423 Rock mechanics and ground control for underground mining and construction 1989
26 6 p. 343-
1 p.
artikel
424 Rock Mechanics Principles in Engineering Practice 1989
26 6 p. 289-
1 p.
artikel
425 Rockslide hazard in Kananaskis Country, Alberta, Canada 1989
26 6 p. 337-
1 p.
artikel
426 Role and use of geological and geomechanical parameters in the estimation of in situ modulus 1989
26 6 p. 297-
1 p.
artikel
427 Role of microcomputers in slope design at Mae Moh lignite mine, Northern Thailand 1989
26 6 p. 334-
1 p.
artikel
428 Rotary pressure sounding: 20 years of experience 1989
26 6 p. 314-
1 p.
artikel
429 Rotational components of surface strong ground motion 1989
26 6 p. 290-
1 p.
artikel
430 Safety of hydraulic structures and canals built of swelling soils 1989
26 6 p. 332-
1 p.
artikel
431 Scenarios for repository safety analysis 1989
26 6 p. 349-
1 p.
artikel
432 Seasonal oscillation of uplift pressures in hydraulic structure foundations due to environmental thermal variations 1989
26 6 p. 293-
1 p.
artikel
433 Seepage control in earth dam foundation by partial cutoff 1989
26 6 p. 341-
1 p.
artikel
434 Seepage exclusion problem for parabolic and paraboloidal aquifers 1989
26 6 p. 350-
1 p.
artikel
435 Seismic analysis and behaviour of gravity retaining walls-the case of Kalamata harbour quay wall 1989
26 6 p. 332-
1 p.
artikel
436 Seismic boundary conditions for porous media 1989
26 6 p. 310-
1 p.
artikel
437 Seismic response analysis of offshore seabed with depth-proportional shear modulus 1989
26 6 p. 342-
1 p.
artikel
438 Setbacks from the crests of slopes along the North Saskatchewan river, Alberta 1989
26 6 p. 333-
1 p.
artikel
439 Settlement of structures on overconsolidated clays with particular emphasis on two clays from Bangladesh 1989
26 6 p. 309-
1 p.
artikel
440 Shaft drilling in the U.S.S.R.: History and recent experiences 1989
26 6 p. 321-
1 p.
artikel
441 Shear behavior of regular triangular concrete/rock joints — analysis 1989
26 6 p. 303-
1 p.
artikel
442 Shear behaviour of regular triangular concrete/rock joints — evaluation 1989
26 6 p. 303-
1 p.
artikel
443 Significance of weakness zones in rock tunnelling 1989
26 6 p. 343-
1 p.
artikel
444 Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field 1989
26 6 p. 343-
1 p.
artikel
445 Simly Dam — review of geological design and performance 1989
26 6 p. 341-
1 p.
artikel
446 Simple automatic falling head permeameter. Technical note 1989
26 6 p. 305-
1 p.
artikel
447 Simple construction for shear stress. Short note 1989
26 6 p. 295-
1 p.
artikel
448 Simple method for predicting the settlement of structures 1989
26 6 p. 309-
1 p.
artikel
449 Simplified hypotheses on mechanical properties equally applicable to sands and clays 1989
26 6 p. 320-
1 p.
artikel
450 Simulation of calcite dissolution and porosity changes in saltwater mixing zones in coastal aquifers 1989
26 6 p. 292-
1 p.
artikel
451 Slope deformation phenomena related to the engineering geological conditions in Greece 1989
26 6 p. 338-
1 p.
artikel
452 Slope instability data-bank: present usefulness, future developments 1989
26 6 p. 337-
1 p.
artikel
453 Slopes and densities of hydraulically placed sands 1989
26 6 p. 332-
1 p.
artikel
454 Slope stabilisation for building safety - a case study 1989
26 6 p. 336-
1 p.
artikel
455 Slope stability at Finsch mine 1989
26 6 p. 335-
1 p.
artikel
456 Slope stability evaluation in schistose rocks of Aosta valley 1989
26 6 p. 336-
1 p.
artikel
457 Slurry backfilling of an underground coal mine 1989
26 6 p. 323-
1 p.
artikel
458 Soil improvement methods in Southeast Asia for soft soils 1989
26 6 p. 322-
1 p.
artikel
459 Soil-pile-structure interaction effects on the seismic response of a cooling tower 1989
26 6 p. 341-
1 p.
artikel
460 Soil reaction stresses on offshore gravity platforms 1989
26 6 p. 329-
1 p.
artikel
461 Soil-structure interface effects on dynamic interaction analysis of reinforced concrete lifelines 1989
26 6 p. 342-343
2 p.
artikel
462 Some observations on the creep behaviour of a silty clay 1989
26 6 p. 302-
1 p.
artikel
463 Some practical methods to measure displacement of the rock engineerings 1989
26 6 p. 318-
1 p.
artikel
464 Some problems in estimating horizontal stress magnitudes in “thrust” regimes Evans, K.
1989
26 6 p. 647-660
14 p.
artikel
465 Some remarks on the instantaneous response in rate-type viscoplasticity 1989
26 6 p. 319-
1 p.
artikel
466 Some theoretical approaches about reinforced embarkments on weak soil 1989
26 6 p. 324-
1 p.
artikel
467 Sources of instability of Alexander the Great temple hill, Siwa, Egypt 1989
26 6 p. 337-
1 p.
artikel
468 Special lecture: Landslide risk assessment in Hong Kong 1989
26 6 p. 313-
1 p.
artikel
469 Special lecture: Landslide risk assessment procedure 1989
26 6 p. 313-
1 p.
artikel
470 Stability analyses of the Gullfaks C Platform 1989
26 6 p. 330-
1 p.
artikel
471 Stability analysis for the surrounding rock of surge chamber 1989
26 6 p. 344-
1 p.
artikel
472 Stability and design of yield pillars located at shallow and moderate depths 1989
26 6 p. 347-
1 p.
artikel
473 Stability and reinforcement of rock slopes 1989
26 6 p. 322-
1 p.
artikel
474 Stability of boreholes drilled through salt formations displaying plastic behaviour 1989
26 6 p. 296-
1 p.
artikel
475 Stability of scarps of open quarries in slightly cemented gravels 1989
26 6 p. 339-
1 p.
artikel
476 Stability threshold for cyclic loading of saturated clay 1989
26 6 p. 309-
1 p.
artikel
477 Stabilization of a cut rock slope by anchoring (in French) 1989
26 6 p. 335-
1 p.
artikel
478 Stable, high-precision borehole deformation instrument for monitoring changes in rock stress 1989
26 6 p. 311-
1 p.
artikel
479 Statistical analysis of rock mass constantsand effects of the cracks on displacement and stresses 1989
26 6 p. 293-
1 p.
artikel
480 Statistical evaluation of hydraulic fracturing stress measurement parameters Lee, M.Y.
1989
26 6 p. 447-456
10 p.
artikel
481 Stochastical approach to landslide hazard determination in a forested area 1989
26 6 p. 338-
1 p.
artikel
482 Stochastic approach to hydrodynamic dispersion in a fractured medium — variability of the dispersion coefficient (in French) 1989
26 6 p. 305-
1 p.
artikel
483 Stochastic seismic response sensitivity of soil-structure interaction system 1989
26 6 p. 343-
1 p.
artikel
484 Stoneley-wave attenuation and dispersion in permeable formations 1989
26 6 p. 309-
1 p.
artikel
485 Storage of heated water in underground openings 1989
26 6 p. 304-
1 p.
artikel
486 Strain compatibility design method for reinforced earth walls 1989
26 6 p. 340-
1 p.
artikel
487 Strategy for adoption of machine tunnelling in India 1989
26 6 p. 346-
1 p.
artikel
488 Strength and deformation behaviour of soil reinforcements 1989
26 6 p. 299-
1 p.
artikel
489 Strength characteristics of some compacted lateritic soils in relation to pavement design 1989
26 6 p. 299-
1 p.
artikel
490 Stress accumulation in a visco-elastic lithosphere containing a buried creeping vertical strike-slip fault 1989
26 6 p. 289-
1 p.
artikel
491 Stress-strain and strength properties of a compacted, residual volcanic soil 1989
26 6 p. 299-
1 p.
artikel
492 Stress-strain relationships from drained self-boring pressuremeter tests in sands 1989
26 6 p. 294-
1 p.
artikel
493 Structural characterisation of the intact rock on large dams foundation 1989
26 6 p. 302-
1 p.
artikel
494 Structure settlements at Atommash plant as a result of prolonged soil wetting 1989
26 6 p. 307-
1 p.
artikel
495 Study of displacement field of main roof in longwall mining and its application 1989
26 6 p. 344-
1 p.
artikel
496 Study of soil media with multiple tunnels or cavities using the boundary element technique 1989
26 6 p. 343-
1 p.
artikel
497 Study of the gully control by used-tire structure in northern Taiwan 1989
26 6 p. 335-
1 p.
artikel
498 Study on kriging small blocks 1989
26 6 p. 316-
1 p.
artikel
499 Subsidence due to oil/gas production 1989
26 6 p. 352-
1 p.
artikel
500 Subsurface transport in water and gas 1989
26 6 p. 291-292
2 p.
artikel
501 Supercomputer assisted three-dimensional finite element analysis of a longwall panel 1989
26 6 p. 319-
1 p.
artikel
502 Support design of tunnels subjected to rockbursting 1989
26 6 p. 351-
1 p.
artikel
503 Support effects and the spatial averaging of transport properties. Note 1989
26 6 p. 317-
1 p.
artikel
504 Surficial stability of compacted clay slopes: technical note 1989
26 6 p. 334-
1 p.
artikel
505 Swelling of clay bedrock sukian dam of Mangla reservoir 1989
26 6 p. 331-
1 p.
artikel
506 Swelling of soils compacted dry of the plastic limit 1989
26 6 p. 308-
1 p.
artikel
507 Tailings management in Australia 1989
26 6 p. 332-
1 p.
artikel
508 Temporial and magnitude dependence in earthquake recurrence models 1989
26 6 p. 291-
1 p.
artikel
509 Test for direct ring shear tester in borehole - application of shear strength parameters in terms of effective stress 1989
26 6 p. 298-
1 p.
artikel
510 TestMast, an IBM-PC program to control and record computerised soil testings 1989
26 6 p. 297-
1 p.
artikel
511 Theoretical analysis of gas drainage from virgin coal seams by the hydraulic fracturing 1989
26 6 p. 301-
1 p.
artikel
512 The potential for large errors in the inferred minimum earth stress when using incomplete hydraulic fracturing results Brown, D.W.
1989
26 6 p. 573-577
5 p.
artikel
513 Three-dimensional stability analysis of cohesive slopes 1989
26 6 p. 339-
1 p.
artikel
514 Three faces of geological computer contouring 1989
26 6 p. 312-
1 p.
artikel
515 Tieback supported cuts in overconsolidated soils 1989
26 6 p. 328-
1 p.
artikel
516 Toe buttressing procedure to stabilize slide zones for dragline stripping operations 1989
26 6 p. 334-
1 p.
artikel
517 Transient scattering of elastic waves by dipping layers of arbitrary shape. Part 1: antiplane strain model 1989
26 6 p. 290-
1 p.
artikel
518 Transient scattering of elastic waves by dipping layers of arbitrary shape. Part 2: plane strain model 1989
26 6 p. 290-
1 p.
artikel
519 TRIVEC - measurements in geotechnical engineering 1989
26 6 p. 318-
1 p.
artikel
520 Tunnelling in pumped storage development 1989
26 6 p. 347-
1 p.
artikel
521 Tunnelling in unsolidified water bearing sandstone - construction of Tsugaru tunnel (Futamata construction section) 1989
26 6 p. 350-
1 p.
artikel
522 Tunnel portal in adverse geological formations 1989
26 6 p. 347-
1 p.
artikel
523 Two cases of progressive pillar failure at collieries in Swaziland and Kwazulu 1989
26 6 p. 348-
1 p.
artikel
524 Ultimate capacity of flexible piles under eccentric and inclined loads 1989
26 6 p. 327-
1 p.
artikel
525 Undrained and partially drained behaviour of end bearing piles and bells founded in untreated calcarenite. Application brief 1989
26 6 p. 328-
1 p.
artikel
526 Universal compression index equation and Bangladesh soils 1989
26 6 p. 309-
1 p.
artikel
527 Unusual response of coal permeability to varying gas pressure and effective stress 1989
26 6 p. 306-
1 p.
artikel
528 Upper bound limit analysis using finite elements and linear programming 1989
26 6 p. 328-
1 p.
artikel
529 Use of a smectitic clay shale for sludge disposal 1989
26 6 p. 308-
1 p.
artikel
530 Use of calcrete in paved roads in Botswana 1989
26 6 p. 327-
1 p.
artikel
531 Use of geophysical borehole logging techniques in engineering geological assessment 1989
26 6 p. 315-
1 p.
artikel
532 Use of geostatistics for accurate mapping of earthquake ground motion 1989
26 6 p. 316-
1 p.
artikel
533 Use of NATM in combination with compressed air and ground freezing during Vienna subway construction 1989
26 6 p. 326-
1 p.
artikel
534 Use of spontaneous potential in the detection of groundwater flow patterns and flow rate in karst areas 1989
26 6 p. 315-
1 p.
artikel
535 Use of STABL program in tied-back wall design 1989
26 6 p. 340-
1 p.
artikel
536 Use of swelling soils for impervious earthfill structures 1989
26 6 p. 307-
1 p.
artikel
537 Utilisation of a reinforced concrete permanent shaft tower for shaft sinking with the application of ground freezing 1989
26 6 p. 326-
1 p.
artikel
538 Utilization of the Kaiser effect in geotechnics 1989
26 6 p. 315-
1 p.
artikel
539 Variation in the Young's modulus of rock as determined by new laboratory and in situ testing methods 1989
26 6 p. 298-
1 p.
artikel
540 Wanxian slide and its stabilization - a case history in the upper middle-reach of the Yangtze river 1989
26 6 p. 335-
1 p.
artikel
541 Water-jet-assist improves shearer performance 1989
26 6 p. 321-
1 p.
artikel
542 Water loss from boreholes in an embankment dam 1989
26 6 p. 331-
1 p.
artikel
543 Water pressure test, an obsolete tool 1989
26 6 p. 307-
1 p.
artikel
544 Water supply tunnel for Bombay 1989
26 6 p. 346-
1 p.
artikel
545 Weeks island replacement facility 1989
26 6 p. 348-
1 p.
artikel
546 Weighted regression approach to model and estimate spatial variability of soil properties in one dimension 1989
26 6 p. 317-
1 p.
artikel
547 Yield design of reinforced earth walls by a homogenization method 1989
26 6 p. 340-
1 p.
artikel
                             547 gevonden resultaten
 
 Koninklijke Bibliotheek - Nationale Bibliotheek van Nederland