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                             447 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 Aalesund Fjord tunnels 1989
26 2 p. 100-
1 p.
artikel
2 About the joint set intensity 1989
26 2 p. 55-
1 p.
artikel
3 Acoustic emission in the failure analysis of rocks 1989
26 2 p. 61-
1 p.
artikel
4 Adda Canyon, south of Lecco: an example of landslide induced morphology 1989
26 2 p. 52-
1 p.
artikel
5 Advanced application of BEM to wave barriers in multilayered three-dimensional soil media 1989
26 2 p. 69-
1 p.
artikel
6 Air cushion surge chambers for underground power plants 1989
26 2 p. 100-
1 p.
artikel
7 Alternative approach to the modelling of deformed stratiform and stratabound deposits 1989
26 2 p. 71-72
2 p.
artikel
8 Analysis of collapse of a building. Short communication 1989
26 2 p. 84-
1 p.
artikel
9 Analysis of deformation of the massive rock of the foundation of a reactor building (In French) 1989
26 2 p. 83-
1 p.
artikel
10 Analysis of pile group by infinite layer method 1989
26 2 p. 84-
1 p.
artikel
11 Analysis of skew reinforcement system 1989
26 2 p. 93-
1 p.
artikel
12 Analysis of unconfined steady state seepage 1989
26 2 p. 67-
1 p.
artikel
13 Analytical method of stress and displacement around a circular tunnel excavated in rock mass with non-linear time-dependency 1989
26 2 p. 100-
1 p.
artikel
14 Analytical solution for dynamically loaded single pile 1989
26 2 p. 95-
1 p.
artikel
15 Application of a combined supporting technique with cable bolts and split friction bolts in fill stoping Reiyong, Xu
1989
26 2 p. 80-
1 p.
artikel
16 Application of the magnetotelluric impedance tensor to earthquake prediction research in Greece 1989
26 2 p. 53-
1 p.
artikel
17 Application of the rigid block model to the study of underground cavern support Huerta, R.L.
1989
26 2 p. 76-
1 p.
artikel
18 Applications of microseismic monitoring to stress and rockburst precursor assessment 1989
26 2 p. 104-
1 p.
artikel
19 Aspects of laterally loaded pile modelling Griffiths, D.V.
1989
26 2 p. 86-
1 p.
artikel
20 Assessment of the effects of potential ground subsidence on a reclaimed tailings pile 1989
26 2 p. 104-
1 p.
artikel
21 Australian mining - the role of roofbolting Banford, C.R.
1989
26 2 p. 79-
1 p.
artikel
22 Automated monitoring of the stress-strain behavior of a yield pillar Newman, D.A.
1989
26 2 p. 75-
1 p.
artikel
23 Back analyses for determining the landslide pressure on a bridge abutment 1989
26 2 p. 93-
1 p.
artikel
24 Backing up a TBM 1989
26 2 p. 102-
1 p.
artikel
25 Bedding-controlled landslides in New Zealand soft rock terrain Bell, D.H.
1989
26 2 p. 89-
1 p.
artikel
26 Behaviour of a cemented lacustrine soil 1989
26 2 p. 64-
1 p.
artikel
27 Bolmen project: rock stress measurements using hydraulic fracturing and overcoring techniques 1989
26 2 p. 70-
1 p.
artikel
28 Borehole closure in salt 1989
26 2 p. 62-
1 p.
artikel
29 Borehole restoration methods and their evaluation by step-drawdown tests: the case history of a detailed study in Northern Italy 1989
26 2 p. 54-
1 p.
artikel
30 Bousquet: winning battle of the bulge with innovative ground control 1989
26 2 p. 80-
1 p.
artikel
31 Buckling of slender piles. Technical note Kerr, A.D.
1989
26 2 p. 85-
1 p.
artikel
32 Calculation of creep induced volume reduction of the Weeks Island SPR facility using 3-D finite element methods 1989
26 2 p. 103-
1 p.
artikel
33 Calveras project high head pressure tunnel 1989
26 2 p. 100-
1 p.
artikel
34 Cast-in situ wall excavation problems in gravel soils 1989
26 2 p. 94-
1 p.
artikel
35 Causes of deformation of oil-gas industry structures in the north of West Siberia Savelev, V.S.
1989
26 2 p. 85-
1 p.
artikel
36 Causes of the revival of an ancient landslide on left bank of diversion canal from Tangwang river Du, Z.Q.
1989
26 2 p. 89-
1 p.
artikel
37 CBR strength (puncture) of geosynthetics 1989
26 2 p. 81-
1 p.
artikel
38 Circular tunnel with concrete lining: an analytical approximate solution (In Italian) 1989
26 2 p. 98-
1 p.
artikel
39 Clayey barrier assessment for impoundment of domestic waste leachate (southern Ontario) including clay-leachate compatibility by hydraulic conductivity testing 1989
26 2 p. 64-65
2 p.
artikel
40 Clays of eastern Canada and their contribution to the understanding of the behaviour of clay (In French) 1989
26 2 p. 54-
1 p.
artikel
41 Cohesionless soil behavior under random excitation conditions 1989
26 2 p. 69-
1 p.
artikel
42 Combined seismic and hydraulic method of modeling flow in fractured low permeability rocks 1989
26 2 p. 66-67
2 p.
artikel
43 Comparison of freezing cells used in the determination of soil frost susceptibility. Technical note 1989
26 2 p. 67-
1 p.
artikel
44 Comparison of geostatistical approaches for drillhole site selection Gershon, M.
1989
26 2 p. 74-
1 p.
artikel
45 Complex landslides in the Kannaviou, Melange and Mamonia Formations of south-west Cyprus 1989
26 2 p. 92-
1 p.
artikel
46 Complex nature of creep movements on steeply sloping ground in southern Rwanda Moeyerson, J.
1989
26 2 p. 87-
1 p.
artikel
47 Comprehensive analysis of SBPT for Ko in stiff soils 1989
26 2 p. 74-
1 p.
artikel
48 Compressibility and cementation characteristics of some calcareous sea-floor oozes 1989
26 2 p. 68-
1 p.
artikel
49 Compressibility and collapse of gypseous soils 1989
26 2 p. 69-
1 p.
artikel
50 Computer adaptation of Newmark's charts: short contribution 1989
26 2 p. 85-
1 p.
artikel
51 Computer-aided tunneling system (CATS) aids in planning and building an urban underground reservoir project 1989
26 2 p. 99-
1 p.
artikel
52 Computer-assisted geological interpretation and orebody modelling 1989
26 2 p. 74-
1 p.
artikel
53 Concept of rock mass plasticity Pariseau, W.G.
1989
26 2 p. 76-
1 p.
artikel
54 Conceptual model for soils containing large gas bubbles 1989
26 2 p. 54-55
2 p.
artikel
55 Consolidation analysis of sand-drained ground by F.E.M. 1989
26 2 p. 69-
1 p.
artikel
56 Consolidation characteristics of clays from self-boring pressuremeter tests 1989
26 2 p. 68-
1 p.
artikel
57 Consolidation of clay under variable stress in depth and in time 1989
26 2 p. 68-
1 p.
artikel
58 Consolidation of dredged clay in reclamations 1989
26 2 p. 68-
1 p.
artikel
59 Constitutive model for drained behaviour of Jamuna sand 1989
26 2 p. 56-
1 p.
artikel
60 Contaminant hydrogeology - dollars and sense 1989
26 2 p. 53-
1 p.
artikel
61 Contrasting tunnelling techniques through Penmaenbach Headland 1989
26 2 p. 98-99
2 p.
artikel
62 Contribution of rock mechanics to the understanding of dynamic phenomena in mines (in French) 1989
26 2 p. 98-
1 p.
artikel
63 Convergence to the roof and floor in longwall faces: technical note 1989
26 2 p. 102-
1 p.
artikel
64 Correlation between standard penetration test values and overburden pressure for desert sands. Note 1989
26 2 p. 73-
1 p.
artikel
65 Creep behavior of clay shale by in-situ direct shear test 1989
26 2 p. 62-
1 p.
artikel
66 Creep statistics of clayey materials in the study of landslides 1989
26 2 p. 62-
1 p.
artikel
67 Criteria for occurence and focal mechanisms of seismic events around underground excavation 1989
26 2 p. 105-
1 p.
artikel
68 Criteria for selecting a boom-type roadheader Schneider, H.
1989
26 2 p. 78-79
2 p.
artikel
69 Critical state models in computational geomechanics Gens, A.
1989
26 2 p. 76-
1 p.
artikel
70 Cyclic stability diagram for axially loaded piles 1989
26 2 p. 84-
1 p.
artikel
71 Deep consolidation using the jet-grouting system for the tunnels and bottom plug of the Presenzano hydroelectric power plant - execution and checks 1989
26 2 p. 81-
1 p.
artikel
72 Deformation and fracturing process of discontinuous rock masses and damage mechanics 1989
26 2 p. 97-
1 p.
artikel
73 Deformation of rock foundations weakened by a system of oblique joints 1989
26 2 p. 59-
1 p.
artikel
74 Density of granular materials derived from X-ray photographs: calibration, reliability, and recommended procedures 1989
26 2 p. 54-
1 p.
artikel
75 Descriptive theory of fingering during infiltration into layered soils 1989
26 2 p. 66-
1 p.
artikel
76 Design analysis of multiple parallel caverns using explicit finite difference methods 1989
26 2 p. 97-
1 p.
artikel
77 Design and installation of the piled foundations for Britoil's Clyde platform 1989
26 2 p. 84-
1 p.
artikel
78 Design criteria applied for the lower tunnel of the North Fork Stanislaus River Hydroelectric Project in California 1989
26 2 p. 101-
1 p.
artikel
79 Design for buried pipeline can reduce seismic hazards 1989
26 2 p. 106-
1 p.
artikel
80 Designing unlined pressure tunnels in jointed rock 1989
26 2 p. 98-
1 p.
artikel
81 Design of cyclically loaded pipe piles 1989
26 2 p. 95-
1 p.
artikel
82 Design of soil pluviator for centrifuge testing 1989
26 2 p. 55-
1 p.
artikel
83 Design of solid waste dumps and waste disposal in Western Canadian surface mines Singhal, R.K.
1989
26 2 p. 88-
1 p.
artikel
84 Detection of pile defects with digital integrity testing equipment van Weele, A.F.
1989
26 2 p. 86-
1 p.
artikel
85 Determination of collapse potential of soils 1989
26 2 p. 67-
1 p.
artikel
86 Determination of horizontal geostatic stress in clay with self-bored pressuremeter 1989
26 2 p. 70-
1 p.
artikel
87 Determination of strength characteristics for landslide stability prediction 1989
26 2 p. 91-
1 p.
artikel
88 Determination of the shear strength parameters of an unsaturated soil using the direct shear test 1989
26 2 p. 56-
1 p.
artikel
89 Developing improved methods of predicting surface displacements due to underground mining through the integration of empirical indices into numerical modeling 1989
26 2 p. 104-
1 p.
artikel
90 Development of a curving stablehole plough system at Minister Achenbach colliery (In German and English) 1989
26 2 p. 101-
1 p.
artikel
91 Development of a MWD system for geomechanical drilling Vladut, T.
1989
26 2 p. 75-
1 p.
artikel
92 Development of a telescopic rockbolt Daqing, Wang
1989
26 2 p. 80-
1 p.
artikel
93 Development of mining-induced seismicity 1989
26 2 p. 104-
1 p.
artikel
94 Developments in computerised ground investigation data 1989
26 2 p. 73-
1 p.
artikel
95 Developments in transient shock pile testing 1989
26 2 p. 95-
1 p.
artikel
96 Direct boundary element method for plane strain poroelasticity 1989
26 2 p. 65-
1 p.
artikel
97 Direct tensile and direct shear strengths of Fontainebleau sandstone 1989
26 2 p. 58-
1 p.
artikel
98 Discontinuity mapping - a comparison between line and area mapping 1989
26 2 p. 71-
1 p.
artikel
99 Distribution and engineering properties of red soils in the central lower Niger delta, Nigeria 1989
26 2 p. 64-
1 p.
artikel
100 Diversion of faulting by hills; technical note 1989
26 2 p. 51-
1 p.
artikel
101 Downslope movements at shallow depths related to cyclic pore pressure changes Barak, J.P.
1989
26 2 p. 88-
1 p.
artikel
102 Drainage performance and capillary-pressure curves with a new centrifuge 1989
26 2 p. 66-
1 p.
artikel
103 Dynamic analysis of discontinua using the distinct element method Lemos, J.
1989
26 2 p. 76-
1 p.
artikel
104 Dynamic behaviour of single piles under strong harmonic excitation 1989
26 2 p. 94-95
2 p.
artikel
105 Dynamics of earthquake-induced slope failure of Ontake Anma, S.
1989
26 2 p. 89-
1 p.
artikel
106 Dynamics of fault creep 1989
26 2 p. 51-
1 p.
artikel
107 Earth pressure during landslide 1989
26 2 p. 93-94
2 p.
artikel
108 Earthquake induced ground displacements 1989
26 2 p. 52-
1 p.
artikel
109 Effective stress response of a plane sea-bed under wave loading. Technical note 1989
26 2 p. 69-
1 p.
artikel
110 Effect of borehole deviation on breakout orientations 1989
26 2 p. 70-
1 p.
artikel
111 Effect of pre-shearing on yield locus of sandy soil 1989
26 2 p. 60-
1 p.
artikel
112 Effect of sample on shear strength of basaltic residual soils 1989
26 2 p. 56-
1 p.
artikel
113 Effect of testing procedure in ring shear tests. Technical note 1989
26 2 p. 56-
1 p.
artikel
114 Effect of topography on ground movement due to longwall mining 1989
26 2 p. 103-104
2 p.
artikel
115 Effects of plasticity and sample disturbance on statistical properties of undrained shear strength 1989
26 2 p. 57-
1 p.
artikel
116 Effects of soft floor interaction on room-and pillar mining -a progress report 1989
26 2 p. 97-
1 p.
artikel
117 Efficient modelling of soil-structure interaction Kolar, V.
1989
26 2 p. 86-
1 p.
artikel
118 Elastic formulae for lateral displacement and rotation of arbitrarily-shaped embedded foundations. Technical note 1989
26 2 p. 84-
1 p.
artikel
119 Elasto-plastic behaviour of tertiary sedimentary mudstone 1989
26 2 p. 60-
1 p.
artikel
120 Engineering geological division of Taiwan related to landslide types 1989
26 2 p. 72-
1 p.
artikel
121 Engineering-geological properties and sanation conditions of two landslides in the Tuzla territory 1989
26 2 p. 92-
1 p.
artikel
122 Engineering geologic studies of landslides in residual soils and rocks, Peninsular Malaysia 1989
26 2 p. 93-
1 p.
artikel
123 Engineering significance of laterisation and profile development processes 1989
26 2 p. 64-
1 p.
artikel
124 Estimation of gain in pillar strength due to bolting: technical note Sheorey, P.R.
1989
26 2 p. 79-
1 p.
artikel
125 Evaluating the design of an earth dam by finite element analysis. Technical note on practical applications De Wet, M.
1989
26 2 p. 87-
1 p.
artikel
126 Evaluation and control of movements in emergency cooling reservoirs of a nuclear power plant 1989
26 2 p. 82-
1 p.
artikel
127 Evaluation and selection of recoverable reserves in a sublevel stoping mine Raspa, G.
1989
26 2 p. 74-75
2 p.
artikel
128 Evaluation of dilatancy theories of granular materials 1989
26 2 p. 58-
1 p.
artikel
129 Evaluation of liquefaction potentials of soils using cone penetration tests 1989
26 2 p. 69-70
2 p.
artikel
130 Evaluation of shear strength parameters of expansive soils 1989
26 2 p. 61-
1 p.
artikel
131 Evaluation of the elastic constants using diametral compression tests 1989
26 2 p. 59-
1 p.
artikel
132 Example of deep seated landslide in northern Apennines 1989
26 2 p. 93-
1 p.
artikel
133 Excavating the Lubuge power tunnel 1989
26 2 p. 99-
1 p.
artikel
134 Excavation and support of the Cern point 4 experimental zone 1989
26 2 p. 100-
1 p.
artikel
135 Experience with building construction and operation by the permafrost soil stabilization method 1989
26 2 p. 81-
1 p.
artikel
136 Experimental and finite elements studies of the forced vibration response of Morrow Point Dam 1989
26 2 p. 95-
1 p.
artikel
137 Experimental investigation of transient pore pressure behaviour in soils due to gas exsolution 1989
26 2 p. 58-
1 p.
artikel
138 Experimental study of water infusion at pressure in coal specimens: technical note 1989
26 2 p. 65-
1 p.
artikel
139 Experiment on estimating thermal conductivity of sedimentary rocks from oil well logging. Geological note 1989
26 2 p. 63-
1 p.
artikel
140 Expert systems for classification of rock masses 1989
26 2 p. 70-
1 p.
artikel
141 Extraction and characterisation of organics from two Champlain Sea subsurface soils. Note 1989
26 2 p. 54-
1 p.
artikel
142 Failure criterion for layered rock 1989
26 2 p. 57-
1 p.
artikel
143 Finite element analysis and comparison of shaly mine roof support systems Unrug, K.F.
1989
26 2 p. 80-
1 p.
artikel
144 Finite element analysis of large deformations in geomechanics Karim, U.F.
1989
26 2 p. 86-
1 p.
artikel
145 Flow in three-dimensional fracture networks using a discrete approach 1989
26 2 p. 67-
1 p.
artikel
146 Focal mechanisms and the state of stress on the San Andreas fault in southern California 1989
26 2 p. 52-
1 p.
artikel
147 Forefront experience with foundation construction in permafrost. Experience with foundation construction in tamped trenches in east Siberia and the far north 1989
26 2 p. 85-
1 p.
artikel
148 Formation of clay layers on sliding plane 1989
26 2 p. 52-
1 p.
artikel
149 Formula predictions versus pile load test results Fragaszy, R.J.
1989
26 2 p. 86-
1 p.
artikel
150 Foundation construction on collapsible soils 1989
26 2 p. 68-
1 p.
artikel
151 Fracture height prediction 1989
26 2 p. 61-
1 p.
artikel
152 Fracturing and microseismicity ahead of a deep gold mine stope in the pre-remnant and remnant stages of mining 1989
26 2 p. 104-
1 p.
artikel
153 Freeze dig starts at Rheinberg mine shaft 1989
26 2 p. 82-
1 p.
artikel
154 Freeze-thaw effects on granular structure reorganization for soil materials of varying texture and moisture content 1989
26 2 p. 53-
1 p.
artikel
155 From theory to practice in pile design Poulos, H.G.
1989
26 2 p. 85-86
2 p.
artikel
156 Fundamental question: the role of numerical methods in rock mechanics design Whyatt, J.K.
1989
26 2 p. 75-
1 p.
artikel
157 Fundamental study of dry and wet grinding from the viewpoint of breaking strength Kanda, Y.
1989
26 2 p. 78-
1 p.
artikel
158 General report: morphological and geotechnical parameters of landslides in relation to geology and hydrogeology Hutchinson, J.N.
1989
26 2 p. 88-
1 p.
artikel
159 Geological conditions, slope instability and methods of its study in Bulgaria 1989
26 2 p. 91-92
2 p.
artikel
160 Geological history of the Piton des Neiges volcano and its effect on slope stability 1989
26 2 p. 52-
1 p.
artikel
161 Geology related to statistical evaluation parameters for a diamondiferous beach deposit Oosterveld, M.M.
1989
26 2 p. 74-
1 p.
artikel
162 Geomechanical criteria of prediction and technology of prevention of rock bursts during excavation in tectonically stressed rocks 1989
26 2 p. 97-
1 p.
artikel
163 Geometry of planar domino-style normal faults above a dipping basal detachment 1989
26 2 p. 51-
1 p.
artikel
164 Geostatics applications to rock mechanics Young, D.S.
1989
26 2 p. 88-
1 p.
artikel
165 Geostatistical evaluation of hydrogeochemical parameters as a tool to interpret regional geology Camisani-Calzolari, F.A.G.M.
1989
26 2 p. 74-
1 p.
artikel
166 Geotechnical appraisal of instability of Shanan penstock slopes 1989
26 2 p. 92-
1 p.
artikel
167 Geotechnical aspects of seabed pits in the Grand Banks area 1989
26 2 p. 55-
1 p.
artikel
168 Geotechnical classification of Ivory Coast soils (In French) 1989
26 2 p. 70-
1 p.
artikel
169 Geotechnical design in the face of uncertainty: Australian Geomechanics Society E.H. Davis Memorial Lecture 1989
26 2 p. 74-
1 p.
artikel
170 Geotechnical investigations at two NPP sites in Turkey 1989
26 2 p. 73-
1 p.
artikel
171 Geotechnical map of Abidjan: elaboration and application to regional and urban planning (In French) 1989
26 2 p. 72-
1 p.
artikel
172 Geotechnical parameters for stabilisation measure to a landslide 1989
26 2 p. 91-
1 p.
artikel
173 Geotechnical survey evaluation for tunnels using mathematical models 1989
26 2 p. 100-
1 p.
artikel
174 Getting the right ‘bang’ in the right place at the right time Martin, D.
1989
26 2 p. 78-
1 p.
artikel
175 Groundwater flow and transport modeling 1989
26 2 p. 53-
1 p.
artikel
176 Groundwater flow with phreatic line as a non-stationary process Hjortnaes-Pedersen, A.G.I.
1989
26 2 p. 87-
1 p.
artikel
177 Grouting Milan metro Mongilardi, E.
1989
26 2 p. 80-
1 p.
artikel
178 Guidelines for design of tunnels 1989
26 2 p. 99-
1 p.
artikel
179 Helical probe tests: initial test calibration 1989
26 2 p. 73-
1 p.
artikel
180 High penetration C3S bentonite-cement grouts for finely fissured and porous rock 1989
26 2 p. 81-
1 p.
artikel
181 Horizontal impedances for radially inhomogeneous viscoelastic soil layers 1989
26 2 p. 69-
1 p.
artikel
182 Hot creep of single crystals by bending: procedure, theory and pilot experiment on enstatite 1989
26 2 p. 62-
1 p.
artikel
183 Hue Hue road landslide, Wyong 1989
26 2 p. 94-
1 p.
artikel
184 Hugoton infill program uses optimum stimulation technique 1989
26 2 p. 61-
1 p.
artikel
185 Hydraulic fracturing stress measurements at two sites in Leicestershire, United Kingdom 1989
26 2 p. 70-
1 p.
artikel
186 Hydrochemical study of urban landslides caused by heavy rain: Scarborough Bluffs, Ontario, Canada 1989
26 2 p. 94-
1 p.
artikel
187 Hydrodynamic measurement of permeability in rock J.G., Ganoulis
1989
26 2 p. 66-
1 p.
artikel
188 Identification of cementation in overconsolidated clays. Technical note 1989
26 2 p. 67-
1 p.
artikel
189 Impedance of black shale from Munsterland 1 borehole: an anomalously good conductor? 1989
26 2 p. 63-
1 p.
artikel
190 Implosional failure in mining-induced seismicity: a critical review 1989
26 2 p. 105-
1 p.
artikel
191 Improved calibration and correction techniques for pressuremeters 1989
26 2 p. 73-
1 p.
artikel
192 Improved types of piles for construction on permafrost soils in the north of West Siberia 1989
26 2 p. 85-
1 p.
artikel
193 Induced seismicity associated with longwall coal mining 1989
26 2 p. 105-
1 p.
artikel
194 Induced seismicity in potash mining - a finite element study 1989
26 2 p. 105-
1 p.
artikel
195 Induced trench method - a critical review and case history 1989
26 2 p. 96-
1 p.
artikel
196 Influence of bedding plane shears on slope instability in sedimentary rocks Fell, R.
1989
26 2 p. 89-
1 p.
artikel
197 Influence of geology and stresses on shaft excavations: a case study 1989
26 2 p. 96-
1 p.
artikel
198 Influence of groundwater table fluctuation on performance of bases and subgrades 1989
26 2 p. 58-
1 p.
artikel
199 Influence of impurities on the creep of salt from the Palo Douro Basin 1989
26 2 p. 62-
1 p.
artikel
200 Influence of quartz sand on strength developed from carbonate cementation in crushed limestone base course materials 1989
26 2 p. 63-
1 p.
artikel
201 Influence of the horizontal component of deformation on surface buildings 1989
26 2 p. 106-
1 p.
artikel
202 Information obtained from pile loading tests in Greece (In French) 1989
26 2 p. 83-
1 p.
artikel
203 Initializing the equilibrium stress state for stress analyses in geomechanics Parrish, D.K.
1989
26 2 p. 77-
1 p.
artikel
204 In situ lateral stress assessment in London clay with the self boring pressuremeter 1989
26 2 p. 71-
1 p.
artikel
205 Instability of natural slope in interbedded limestone and shale El-Sohby, M.A.
1989
26 2 p. 89-
1 p.
artikel
206 Instability phenomena in weathered flysch in Greece Christoulas, S.
1989
26 2 p. 89-
1 p.
artikel
207 Integrated stability assessment of an underground cavern 1989
26 2 p. 96-
1 p.
artikel
208 Intensity of earthquake ground motion at liquefied sites 1989
26 2 p. 52-
1 p.
artikel
209 Interaction functions of a rigid strip bonded to saturated elastic half-space 1989
26 2 p. 95-
1 p.
artikel
210 Intergranular distribution of pore fluid and the nature of high-angle grain boundaries in limestone and marble 1989
26 2 p. 55-
1 p.
artikel
211 Intermittent measurement of flow rates, flow directions and permeabilities in a saturated medium using radioactive tracers (In French) 1989
26 2 p. 53-
1 p.
artikel
212 Internal deformation in clay models of extension by block faulting 1989
26 2 p. 57-
1 p.
artikel
213 Interpretation of stress measurements around mining cavities in rock salt - a finite element study 1989
26 2 p. 97-98
2 p.
artikel
214 Investigating the problem soils of Nigeria 1989
26 2 p. 54-
1 p.
artikel
215 Investigation of construction properties of permafrost soils. Freezing-together strength of sea ice and bottom soils in shelf zone 1989
26 2 p. 57-
1 p.
artikel
216 Investigation of deformation behaviour at a horseshoe-shaped deep cavern opening 1989
26 2 p. 95-96
2 p.
artikel
217 Investigation of the competency of rock foundations with seismic methods - field and laboratory 1989
26 2 p. 72-73
2 p.
artikel
218 Investigation of toppling slope failures in welded ash flow tuff at Glennies Creek Dam, New South Wales Woodward, R.C.
1989
26 2 p. 87-
1 p.
artikel
219 Isanlu Dam, Nigeria Berry, N.S.M.
1989
26 2 p. 87-
1 p.
artikel
220 Jointing at rock contacts in cyclic loading 1989
26 2 p. 61-
1 p.
artikel
221 Karst cavity detection by means of seismic tomography to help assess possible dam site in limestone terrain 1989
26 2 p. 72-
1 p.
artikel
222 Keeping tunnels dry using plastic memebranes 1989
26 2 p. 103-
1 p.
artikel
223 Kinematic element method for 3-D-problems in geomechanics 1989
26 2 p. 77-
1 p.
artikel
224 Kinematic mechanism of catastrophic landslides and prediction of their velocities and travelling distances Fang, Y.S.
1989
26 2 p. 89-
1 p.
artikel
225 Kinematic wave characteristics and new equations of unsaturated flow 1989
26 2 p. 65-
1 p.
artikel
226 Knowledge base for risk and cost benefit analysis of limestone mines in the West Midlands 1989
26 2 p. 101-
1 p.
artikel
227 Laboratory measurement of permeability in rock 1989
26 2 p. 66-
1 p.
artikel
228 Laboratory measurement of the thermo-hydro-mechanical properties of rock 1989
26 2 p. 63-
1 p.
artikel
229 Laboratory studies of some geotechnical properties of clayey sands of the ‘Continental terminal’ of the Ivory Coast (In French) 1989
26 2 p. 54-
1 p.
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230 Laboratory testing for slope stability design parameters in overconsolidated clay Grefsheim, F.D.
1989
26 2 p. 90-
1 p.
artikel
231 Landslide in a structurally complex formation 1989
26 2 p. 94-
1 p.
artikel
232 Landslides along the Bulgarian Black Sea coast as a source of heavy minerals 1989
26 2 p. 93-
1 p.
artikel
233 Landslides in Neogene sediments on the right Danube bank, Yugoslavia 1989
26 2 p. 91-
1 p.
artikel
234 Landslides phenomena in the S. Arcangelo Basin (southern Italy) Genevois, R.
1989
26 2 p. 90-
1 p.
artikel
235 Landslide susceptibility of fluvial lacustrine sediments of the upper Valdarno area (Italy) Focardi, P.
1989
26 2 p. 90-
1 p.
artikel
236 Large-scale model studies of a rockbolted tunnel 1989
26 2 p. 99-
1 p.
artikel
237 Large shear box testson wadi gravel 1989
26 2 p. 60-
1 p.
artikel
238 Lateral load analysis of nonlinear piles: note Kramer, S.L.
1989
26 2 p. 87-
1 p.
artikel
239 Lateral resistance and deflection of flexible piles 1989
26 2 p. 83-
1 p.
artikel
240 Lateritic materials in the north of Mozambique 1989
26 2 p. 64-
1 p.
artikel
241 Learning from nuclear waste repository design: the ground control plan 1989
26 2 p. 103-
1 p.
artikel
242 Lime stabilization and clay mineralogy 1989
26 2 p. 82-
1 p.
artikel
243 Location of cavities and mineshafts: a suggested procedure for geotechnical and geophysical investigations 1989
26 2 p. 72-
1 p.
artikel
244 Longer rounds to improve tunnelling and development work Niklasson, B.
1989
26 2 p. 78-
1 p.
artikel
245 Long-term stability of cutting slopes in a marly formation on the basis of field evidence 1989
26 2 p. 92-
1 p.
artikel
246 Los Angeles metro rail project - planning and design of tunnels in gassy ground 1989
26 2 p. 96-
1 p.
artikel
247 Lower blasthole pressures: a means of reducing costs when blasting rocks of low to moderate strength Hagan, T.N.
1989
26 2 p. 77-
1 p.
artikel
248 Lower seam interaction during longwall mining 1989
26 2 p. 97-
1 p.
artikel
249 Machines for boring raises 1989
26 2 p. 102-
1 p.
artikel
250 Marine systems: a quiet revolution 1989
26 2 p. 72-
1 p.
artikel
251 Mass movement and geology in the upper reaches of the Kinu river 1989
26 2 p. 51-
1 p.
artikel
252 Measured and predicted axial response of 98 piles 1989
26 2 p. 85-
1 p.
artikel
253 Measurement of rock displacements and its interpretation for the determination of a relaxed zone around a tunnel in a coal mine 1989
26 2 p. 97-
1 p.
artikel
254 Measurement of shear wave velocities in diluvial gravel samples under triaxal conditions 1989
26 2 p. 69-
1 p.
artikel
255 Measurements, calculations and stability prognoses at the SFR undersea repository for low- and medium-level nuclear waste 1989
26 2 p. 103-
1 p.
artikel
256 Measuring gas pressure in coal seams 1989
26 2 p. 104-
1 p.
artikel
257 Mechanical behaviour and structural evolution induced by a depletion: a case study of a gas field 1989
26 2 p. 105-
1 p.
artikel
258 Mechanics of deep seated mass movements in metamorphic rocks of the Ecuadorian Andes 1989
26 2 p. 93-
1 p.
artikel
259 Method for evaluating the representative elementary volume based on a joint survey of rock masses 1989
26 2 p. 54-
1 p.
artikel
260 Methodology for oversizing marginal quality riprap for erosion control at uranium mill tailings sites 1989
26 2 p. 63-
1 p.
artikel
261 Method to estimate active-layer thickness on the basis of correlations between terrain and climatic parameters as measured in northern Quebec. Note 1989
26 2 p. 63-
1 p.
artikel
262 Mine design strategies to combat rockbursting at a deep South African gold mine 1989
26 2 p. 104-
1 p.
artikel
263 Minimum test specimen for gradation analysis. Technical note 1989
26 2 p. 54-
1 p.
artikel
264 Modeling of solute transport with the random walk method 1989
26 2 p. 66-
1 p.
artikel
265 Modelling gas pressure effects on explosive rock breakage: short communication Haghighi, R.
1989
26 2 p. 77-
1 p.
artikel
266 Modelling of flow through fractured rocks: geostatistical generation of fracture networks. Stress-flow relationship in fractures 1989
26 2 p. 66-
1 p.
artikel
267 Modelling soil water dynamics in the unsaturated zone -state of the art 1989
26 2 p. 53-
1 p.
artikel
268 Models at the atom and hour scales of the moisture and stability variations of slope Garczynski, F.
1989
26 2 p. 90-
1 p.
artikel
269 Model study of crater blasting Fourney, W.L.
1989
26 2 p. 78-
1 p.
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270 Model trials for test drilling to anticipate rockburst hazard (In German) Tokar, G.
1989
26 2 p. 77-
1 p.
artikel
271 Modified version of the SHAFT79 geothermal simulator 1989
26 2 p. 64-
1 p.
artikel
272 Modulus and damping due to uniform and variable cyclic loading 1989
26 2 p. 57-
1 p.
artikel
273 Monitoring rockburst-prone zones by manometric-extensometric means (In German) 1989
26 2 p. 103-
1 p.
artikel
274 Morel hydroelectric scheme - landslide affecting the penstock (In French) 1989
26 2 p. 93-
1 p.
artikel
275 Movement of rigid piles under eccentric and inclined loads in sand and clay Yalcin, A.S.
1989
26 2 p. 85-
1 p.
artikel
276 Multi-yield surface mmodel for undrained behavior of sand 1989
26 2 p. 60-
1 p.
artikel
277 Natural induration on clayey-sandy cut slopes in Ivory Coast (In French) 1989
26 2 p. 64-
1 p.
artikel
278 Nature and magnitude of variance of important geotechnical parameters 1989
26 2 p. 59-
1 p.
artikel
279 New acceleration procedure for finite element elastoplastic analysis Humbert, P.
1989
26 2 p. 75-76
2 p.
artikel
280 New foundation technique dependent on the control of the ground water level 1989
26 2 p. 83-
1 p.
artikel
281 New linear criterion of brittle failure for rocks 1989
26 2 p. 61-62
2 p.
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282 Numerical studies of vibratory pile driving 1989
26 2 p. 84-
1 p.
artikel
283 Observations and measurements during the consolidation and repair work of a railway tunnel with a masonry lining (In Italian) 1989
26 2 p. 98-
1 p.
artikel
284 Observations of an instrumented pile-raft foundation in weak rock 1989
26 2 p. 84-
1 p.
artikel
285 Observations on landslides in typical flysch sequences of southern Apennines (Italy) Del Prete, M.
1989
26 2 p. 89-
1 p.
artikel
286 Partial extraction at Allerton Bywater Colliery, North Yorkshire area 1989
26 2 p. 102-
1 p.
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287 Passive earth pressure on axisymmetric curved structures 1989
26 2 p. 98-
1 p.
artikel
288 Passive earth pressures on curved surfaces 1989
26 2 p. 94-
1 p.
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289 Piling in rock formation using compound drills (rotopercussion-rotation) (In French) Pena, A.M.
1989
26 2 p. 86-
1 p.
artikel
290 Pillar foundation failure studies at a deep South African gold mine 1989
26 2 p. 98-
1 p.
artikel
291 Plane strain analysis in modelling three-dimensional tunnel excavations: technical note 1989
26 2 p. 96-
1 p.
artikel
292 Planning of roadways drivages in difficult strata conditions (In German) 1989
26 2 p. 101-
1 p.
artikel
293 Pneumatically operated laboratory apparatus for testing soils under repeated loading 1989
26 2 p. 56-
1 p.
artikel
294 Porosity in a puddled rice soil as measured with mercury-intrusion porosimetry 1989
26 2 p. 55-
1 p.
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295 Postsurcharge secondary compression equation for clays. Note 1989
26 2 p. 67-
1 p.
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296 Practical aspects of probabilistic studies for slopes Chowdhury, R.
1989
26 2 p. 88-
1 p.
artikel
297 Practical guidance on the use of integrity tests for the quality control of cast-in-situ piles Ellway, K.
1989
26 2 p. 86-
1 p.
artikel
298 Pre-design considerations of waste dumps in western Canadian surface mines 1989
26 2 p. 94-
1 p.
artikel
299 Predicting performance of granular pavements 1989
26 2 p. 83-
1 p.
artikel
300 Prediction by the method of moments of transport in a heterogeneous formation 1989
26 2 p. 65-
1 p.
artikel
301 Prediction of dynamic fracture modes in coal mining Prucz, J.C.
1989
26 2 p. 161-167
7 p.
artikel
302 Prediction of minewater inflows 1989
26 2 p. 103-
1 p.
artikel
303 Prediction of peak particle velocity and peak air pressure generated by buried explosion Gupta, R.N.
1989
26 2 p. 78-
1 p.
artikel
304 Prediction of pile capacity from stress-wave measurements: some numerical aspects 1989
26 2 p. 84-
1 p.
artikel
305 Prediction of swell of black cotton soils in Nairobi 1989
26 2 p. 68-
1 p.
artikel
306 Preliminary geological and geotechnical study of lateritic weathering profiles derived from banded gneiss in the Ibadan area, S W Nigeria 1989
26 2 p. 55-
1 p.
artikel
307 Preparation and transportation systems for cemented backfill Helms, W.
1989
26 2 p. 80-
1 p.
artikel
308 Pressuremeter tests in soft rocks 1989
26 2 p. 73-74
2 p.
artikel
309 Pressure on lining due to initial stress field by finite-infinite-interface element method. Technical note 1989
26 2 p. 96-
1 p.
artikel
310 Principles of time domain reflectometry applied to measurement of rock mass deformation 1989
26 2 p. 56-57
2 p.
artikel
311 Problems of the mechanics of collapsible soils and methods of solving them 1989
26 2 p. 68-
1 p.
artikel
312 Progress in understanding jointing over the past century 1989
26 2 p. 51-
1 p.
artikel
313 Properties of anisotropic conical failure surfaces in relation to the Mohr-Coulomb criterion Griffiths, D.V.
1989
26 2 p. 76-
1 p.
artikel
314 Prospects for development of chemical soil stabilization in USSR 1989
26 2 p. 82-
1 p.
artikel
315 Pull-out behaviour of polymer grid in soils and its analytical method 1989
26 2 p. 81-
1 p.
artikel
316 Random walk method in pollutant transport simulation 1989
26 2 p. 66-
1 p.
artikel
317 Rapid consolidation test by applying load at a stretch 1989
26 2 p. 68-
1 p.
artikel
318 Realistic design of shallow tunnels in soils and rocks (in German) 1989
26 2 p. 99-
1 p.
artikel
319 Remote sensing of vegetation - a promising exploration tool 1989
26 2 p. 71-
1 p.
artikel
320 Research applied to geotechnical engineering 1989
26 2 p. 82-
1 p.
artikel
321 Residual strength of soil at low normal stresses 1989
26 2 p. 59-
1 p.
artikel
322 Resistivity sounding in engineering investigations with the Offset Wenner technique 1989
26 2 p. 72-
1 p.
artikel
323 Response of grouted roof bolts to blast loading: technical note Otuonye, F.O.
1989
26 2 p. 79-
1 p.
artikel
324 Rheological model of the behaviour of rocks and rock masses 1989
26 2 p. 62-
1 p.
artikel
325 River crossings - conclusion. River-activity history evaluation critical in horizontally drilled crossing design Hair, J.D.
1989
26 2 p. 77-
1 p.
artikel
326 River crossings - 1. Subsurface soils affect horizontally drilled river-crossing design Hair, J.D.
1989
26 2 p. 77-
1 p.
artikel
327 Roadheader cutting heads and picks Hurt, K.G.
1989
26 2 p. 78-
1 p.
artikel
328 Roadway embankment through a muskeg area 1989
26 2 p. 83-
1 p.
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329 Rock abrasiveness testing for tunnelling West, G.
1989
26 2 p. 151-160
10 p.
artikel
330 Rock bursting and related phenomena in some Swedish water tunnels 1989
26 2 p. 97-
1 p.
artikel
331 Rock failure near face IV of Chukha Power Tunnel 1989
26 2 p. 101-
1 p.
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332 Rock mechanics field measurements - the key to ground control 1989
26 2 p. 102-103
2 p.
artikel
333 Rock support Hoek, E.
1989
26 2 p. 79-
1 p.
artikel
334 Role of computer-aided sedimentological synthesis in strategic mine planning at Blyvooruitzicht Gold Mining Company, Limited Reynolds, A.J.
1989
26 2 p. 74-
1 p.
artikel
335 ‘Rolling friction’ mechanism for the high speed motion of a large scale landslide 1989
26 2 p. 91-
1 p.
artikel
336 Roofbolting for retreat Eaton, J.
1989
26 2 p. 79-
1 p.
artikel
337 Roof deflections and sag in jointed horizontally bedded strata - a numerical study 1989
26 2 p. 96-
1 p.
artikel
338 Routing schemes for road drainage: identification of sensitive sectors (In French) 1989
26 2 p. 83-
1 p.
artikel
339 Sampling sand and gravel deposits. Field trials of three borehole methods 1989
26 2 p. 73-
1 p.
artikel
340 Sand behavior under principal stress axes rotation 1989
26 2 p. 60-
1 p.
artikel
341 Sand-lime piles as underground retaining wall 1989
26 2 p. 82-
1 p.
artikel
342 Scientific approach to blast design. The influence of rock characteristics Rorke, A.J.
1989
26 2 p. 78-
1 p.
artikel
343 Scientific basis for the use of index tests in identification of expansive soils. Technical note 1989
26 2 p. 67-
1 p.
artikel
344 Sedimental control of bedding planes shear surfaces 1989
26 2 p. 83-
1 p.
artikel
345 Seismicity associated with the extraction of stressed remnants in the Klerkdorp gold mining district, South Africa 1989
26 2 p. 106-
1 p.
artikel
346 Seismic microzoning on soil liquefaction potential based on geomorphological land classification 1989
26 2 p. 71-
1 p.
artikel
347 Seismic monitoring system using fiber-optic signal transmission Labuc, V.
1989
26 2 p. 75-
1 p.
artikel
348 Selection and analysis of shear strength of a landslide in an accumulation layer 1989
26 2 p. 59-
1 p.
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349 Selection of analytical geotechnical parameters for evaluation of slope stability 1989
26 2 p. 59-
1 p.
artikel
350 Self boring pressuremeter system 1989
26 2 p. 73-
1 p.
artikel
351 Self-boring pressuremeter testing in London clay 1989
26 2 p. 71-
1 p.
artikel
352 Serrated fracture growth with branching 1989
26 2 p. 62-
1 p.
artikel
353 Set of constitutive models for soils under slow movement 1989
26 2 p. 62-
1 p.
artikel
354 Settlement response of soft soils reinforced by compacted sand columns 1989
26 2 p. 67-68
2 p.
artikel
355 Shear strength and consolidation characteristics of Obhor sabkha, Saudi Arabia 1989
26 2 p. 57-
1 p.
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356 Shear strength characteristics of rough joints subjected to large displacements 1989
26 2 p. 58-
1 p.
artikel
357 Shear strength of soils containing undulating shear zones - a numerical study 1989
26 2 p. 56-
1 p.
artikel
358 Similarity solutions for wedge-shaped hydraulic fractures driven into a permeable medium by a constant inlet pressure 1989
26 2 p. 61-
1 p.
artikel
359 Simple microwave method of moisture content determination in soil samples 1989
26 2 p. 63-
1 p.
artikel
360 Simple model for isotropic non-linear elasticity of frictional materials Molenkamp, F.
1989
26 2 p. 76-
1 p.
artikel
361 Simple shear testing on sand in a torsional apparatus 1989
26 2 p. 57-
1 p.
artikel
362 Simple techniques of ground improvement with cement 1989
26 2 p. 81-
1 p.
artikel
363 Simplified three dimensional Hoek-Brown yield criterion 1989
26 2 p. 59-
1 p.
artikel
364 Sites of reliquefaction caused by the 1983 Nihonkai-Chubu earthquake 1989
26 2 p. 52-
1 p.
artikel
365 Sliding-bending model of rock mass deformation and failure on slope 1989
26 2 p. 91-
1 p.
artikel
366 Slip failure in Ashfield Shale at Artarmon, Sydney Douglas, D.J.
1989
26 2 p. 88-
1 p.
artikel
367 Slope instability in allochthonous sediments: an example from the Moni Melange, Cyprus Gostelow, T.P.
1989
26 2 p. 90-
1 p.
artikel
368 Slope stability analyses for materials with a non-linear failure envelope Collins, I.F.
1989
26 2 p. 87-
1 p.
artikel
369 Slope stability in volcanic soil based on its mechanical and physico-chemical characteristics 1989
26 2 p. 91-
1 p.
artikel
370 Slope stability problems on the southeastern coast of Black Sea 1989
26 2 p. 92-
1 p.
artikel
371 Soft ground TBMs set a cracking pace in Caracas 1989
26 2 p. 99-
1 p.
artikel
372 Some characteristic features of shock waves in a Kelvin medium due to an input pulse of Dirac delta type 1989
26 2 p. 69-
1 p.
artikel
373 Some conditional simulations compared with later results in the hardcoal industry Kannenberg, M.
1989
26 2 p. 75-
1 p.
artikel
374 Some geological and geotechnical factors influencing landslides in Himalayas 1989
26 2 p. 92-
1 p.
artikel
375 Some recent in-situ stress testing experience on strong clays and weak rocks in Britain 1989
26 2 p. 71-
1 p.
artikel
376 Some suitable patterns of drilling and controlled blasting in the surrounding of four hydroelectric projects in India Gupta, R.N.
1989
26 2 p. 78-
1 p.
artikel
377 Sorptivity and conductivity measurement: note 1989
26 2 p. 70-
1 p.
artikel
378 Special lecture: geotechnical model for the motion of landslides Sassa, K.
1989
26 2 p. 88-
1 p.
artikel
379 Specimen preparation for testing coal properties: technical note 1989
26 2 p. 65-
1 p.
artikel
380 Stability analysis of rotational slides in lacustrine deposits in the upper Valdarno (Italy) Focardi, P.
1989
26 2 p. 90-
1 p.
artikel
381 Stability of hanging walls of Viscaria copper mine 1989
26 2 p. 102-
1 p.
artikel
382 Stability of inland soil slopes: some geological considerations Hawkins, A.B.
1989
26 2 p. 90-
1 p.
artikel
383 Stability of large scale model reinforced earth retaining wall 1989
26 2 p. 94-
1 p.
artikel
384 Stability of parting rock between level contiguous coal pillar workings 1989
26 2 p. 102-
1 p.
artikel
385 Stability of rock masses reinforced by passive, fully-grouted rock bolts Sharma, K.G.
1989
26 2 p. 79-
1 p.
artikel
386 State-of-the-art in stochastic joint geometry modeling 1989
26 2 p. 55-
1 p.
artikel
387 Static-penetration determination of the bearing capacity of piles in plastic-frozen soils 1989
26 2 p. 73-
1 p.
artikel
388 Stochastic continuum representation of fractured rock permeability as an alternative to the REV and fracture network concepts 1989
26 2 p. 67-
1 p.
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389 Strain rate effects in Kimmeridge bay shale Swan, G.
1989
26 2 p. 135-149
15 p.
artikel
390 Strain refraction in layered systems 1989
26 2 p. 57-
1 p.
artikel
391 Strain-softening model for representing shear fracture in continuous rock masses 1989
26 2 p. 105-
1 p.
artikel
392 Strength and deformation characteristics of Korean anthracite 1989
26 2 p. 58-
1 p.
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393 Strength and deformation parameters from pressuremeter tests in clay 1989
26 2 p. 59-
1 p.
artikel
394 Strength characteristics of soil reinforcement 1989
26 2 p. 81-
1 p.
artikel
395 Strength evaluation of geotextiles 1989
26 2 p. 81-
1 p.
artikel
396 Strength of granular material in simple shear Morotu, N.
1989
26 2 p. 76-
1 p.
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397 Strength properties of schistous sands 1989
26 2 p. 60-
1 p.
artikel
398 Stresses due to underground mining using a finite element procedure with nonlinear aspects: short communication 1989
26 2 p. 96-
1 p.
artikel
399 Stress-strain-strength behavior of Bangkok sand 1989
26 2 p. 60-
1 p.
artikel
400 Stress wave testing of piles 1989
26 2 p. 95-
1 p.
artikel
401 Structural analysis of mine pillars using finite element method - a case study 1989
26 2 p. 102-
1 p.
artikel
402 Study and engineering classification of soils from Nupe sandstones 1989
26 2 p. 61-
1 p.
artikel
403 Sublevel stoping under high horizontal stress field at the Pyhasalmi Mine Lappalainen, P.
1989
26 2 p. 80-
1 p.
artikel
404 Submarine landslides in the Cenozoic orogenic island arc 1989
26 2 p. 92-
1 p.
artikel
405 Support and reinforcement of a deep excavation for the Sault-Brenaz hydroelectric power plant (In French) 1989
26 2 p. 82-
1 p.
artikel
406 Support and strata interaction at coal faces: technical note Ke-Bin, Zhang
1989
26 2 p. 80-
1 p.
artikel
407 Synthetic seismograms for marine sediments and determination of porosity and permeability 1989
26 2 p. 72-
1 p.
artikel
408 Tectonic processes in a surge-type glacier 1989
26 2 p. 106-
1 p.
artikel
409 Tectonic stress orientation and the seismic regime of a single fault 1989
26 2 p. 51-
1 p.
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410 Tension crack development in soils 1989
26 2 p. 61-
1 p.
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411 Ten thousand anchorages in rock Barley, A.D.
1989
26 2 p. 79-
1 p.
artikel
412 Ten thousand anchorages in rock Barley, A.D.
1989
26 2 p. 79-
1 p.
artikel
413 Testing of anisotropic rock masses 1989
26 2 p. 58-
1 p.
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414 Theoretical and practical problems of soft clay 1989
26 2 p. 63-
1 p.
artikel
415 Thermal conductivity of compressed lateritic soil blocks 1989
26 2 p. 64-
1 p.
artikel
416 Thermally induced microcracking in granites: characterization and analysis Homand-Etienne, F.
1989
26 2 p. 125-134
10 p.
artikel
417 Three-dimensionalboundary-element computation of potential flow in fractured rock 1989
26 2 p. 65-
1 p.
artikel
418 Three-dimensional non-linear finite-element analysis of stability of arch dam abutment 1989
26 2 p. 58-
1 p.
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419 Three-dimensional stress analysis of time-dependent interaction of tunnel rock with its support in rapid excavation project 1989
26 2 p. 100-
1 p.
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420 Tunnel boring machine performance in Amlach, Austria 1989
26 2 p. 101-
1 p.
artikel
421 Tunnelling for the new German railway system 1989
26 2 p. 99-
1 p.
artikel
422 Tunnelling in a complex rock mass: experience from Vietas, Swedish Lapland 1989
26 2 p. 101-
1 p.
artikel
423 Tunnelling investigation in a highly complex marine-volcanic sequence, Honolulu, Hawaii, U.S.A. 1989
26 2 p. 71-
1 p.
artikel
424 Tunnels with shotcrete flexible lining: considerations on methods of execution and on the characteristics of materials with special reference to international standards (In Italian) 1989
26 2 p. 98-
1 p.
artikel
425 Two- and three-dimensional dynamic finite element analyses of the Long Valley Dam 1989
26 2 p. 95-
1 p.
artikel
426 Two case histories of major frost heaving in refrigerated buildings: thermal analyses, repairs, and prevention 1989
26 2 p. 53-
1 p.
artikel
427 Underground civil works in Texas 1989
26 2 p. 100-
1 p.
artikel
428 Underground mining and tunnelling techniques for in-situ oil recovery 1989
26 2 p. 103-
1 p.
artikel
429 Undersea tunnels in Norway: a state-of-the-art review 1989
26 2 p. 99-
1 p.
artikel
430 Undrained shear strength of clay by torsional shear test 1989
26 2 p. 60-
1 p.
artikel
431 Undrained shear strength of soils containing large gas bubbles 1989
26 2 p. 56-
1 p.
artikel
432 Undrained triaxial strength and stress-strain characteristics of a glacial till soil 1989
26 2 p. 55-
1 p.
artikel
433 Uplift testing of model anchors Su, W.
1989
26 2 p. 79-80
2 p.
artikel
434 Urban slope stability in the Warringah Shire of Sydney Burgess, P.J.
1989
26 2 p. 88-
1 p.
artikel
435 Use of soft rockfill at Evretou Dam, Cyprus Brown, A.J.
1989
26 2 p. 86-
1 p.
artikel
436 Use of variable-scale pressure test data to estimate the log hydraulic conductivity covariance and dispersivity of fractured granites near Oracle, Arizona 1989
26 2 p. 65-
1 p.
artikel
437 Using the BS cone penetrometer for the determination of the plastic limit of soils. Technical note 1989
26 2 p. 56-
1 p.
artikel
438 Using the effective contact angle and water drop penetration time for classification of water repellancy in dune soils. Short communication 1989
26 2 p. 70-
1 p.
artikel
439 Vane testing in soft clays Mahmoud, M.
1989
26 2 p. 75-
1 p.
artikel
440 Vertical and torsional vibration of foundations in inhomogeneous media 1989
26 2 p. 85-
1 p.
artikel
441 Viscosity and dielectric constant controls on the hydraulic conductivity of clayey soils permeated with water-soluble organics 1989
26 2 p. 65-
1 p.
artikel
442 Viscous-type sliding laws for landslides Vulliet, L.
1989
26 2 p. 87-
1 p.
artikel
443 Volume excess stress and cumulative seismic moments 1989
26 2 p. 105-
1 p.
artikel
444 Water flow in unsaturated soil in layered slopes 1989
26 2 p. 53-
1 p.
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445 Yes, Quintette is alive and well and producing in northern Canada 1989
26 2 p. 101-
1 p.
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446 Yield condition of anisotropic granular materials Soils Found V28, N2, June 1988, P113–126 Tobita, Y.
1989
26 2 p. 76-
1 p.
artikel
447 Yielding coal pillars-field measurements and analysis of design methods 1989
26 2 p. 102-
1 p.
artikel
                             447 gevonden resultaten
 
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