nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A case history of foundation excavation in contaminated ground
|
|
|
1994 |
31 |
5 |
p. 247- 1 p. |
artikel |
2 |
Accuracy in borehole temperature measurements
|
|
|
1994 |
31 |
5 |
p. 240- 1 p. |
artikel |
3 |
A column study of static nonequilibrium fluid pressures in sand during prolonged drainage
|
|
|
1994 |
31 |
5 |
p. 229- 1 p. |
artikel |
4 |
A comparative study of gamma-ray bore hole logging and radiometric core assay data: a case study from Dudra area, Singhbhum district, Bihar, India
|
|
|
1994 |
31 |
5 |
p. 239- 1 p. |
artikel |
5 |
A comparison between the results obtained by seismotectonic method and probabilistic method used in the evaluation of ground motion for design of nuclear power plant (in Chinese)
|
|
|
1994 |
31 |
5 |
p. 253-254 2 p. |
artikel |
6 |
A comparison of ground penetrating radar methods: multi-fold data vs. single fold data
|
|
|
1994 |
31 |
5 |
p. 237- 1 p. |
artikel |
7 |
A comparison of pressuremeter test results in sea ice
|
|
|
1994 |
31 |
5 |
p. 259- 1 p. |
artikel |
8 |
A constitutive model of saturated soils for frost heave simulations
|
|
|
1994 |
31 |
5 |
p. 259- 1 p. |
artikel |
9 |
A continuum theory of granular media partially saturated with a viscous fluid
|
|
|
1994 |
31 |
5 |
p. 235- 1 p. |
artikel |
10 |
A 3-D constitutive model for rock joints with anisotropic friction and stress dependency in shear stiffness
|
|
|
1994 |
31 |
5 |
p. 241- 1 p. |
artikel |
11 |
A 2D coupled finite element and boundary element scheme to simulate the elastic behaviour of jointed rocks
|
|
|
1994 |
31 |
5 |
p. 236- 1 p. |
artikel |
12 |
A generalised D matrix for anisotropic elastic granular media
|
|
|
1994 |
31 |
5 |
p. 231- 1 p. |
artikel |
13 |
A geological approach toward developing a mudrock-durability classification system
|
|
|
1994 |
31 |
5 |
p. 237- 1 p. |
artikel |
14 |
Air permeability from pneumatic tests in oxidized till
|
|
|
1994 |
31 |
5 |
p. 233- 1 p. |
artikel |
15 |
A knowledge-based system for selecting excavation groundwater control methods
|
|
|
1994 |
31 |
5 |
p. 252- 1 p. |
artikel |
16 |
A large, high-pressure, triaxial cell
|
Cox, S.J.D. |
|
1994 |
31 |
5 |
p. 551-554 4 p. |
artikel |
17 |
A model for cyclic shear strain of cohesionless soils
|
|
|
1994 |
31 |
5 |
p. 236- 1 p. |
artikel |
18 |
A model for the time-dependent behavior of rock
|
|
|
1994 |
31 |
5 |
p. 231- 1 p. |
artikel |
19 |
A modified cap model implemented in DYNA-3D
|
|
|
1994 |
31 |
5 |
p. 242- 1 p. |
artikel |
20 |
Amplication of vertically propagating SH waves by multiple layers of Gibson soils
|
|
|
1994 |
31 |
5 |
p. 236- 1 p. |
artikel |
21 |
An absorbing boundary condition for wave propagation in saturated poroelastic media - Part I: formulation and efficiency evaluation
|
|
|
1994 |
31 |
5 |
p. 235- 1 p. |
artikel |
22 |
An absorbing boundary condition for wave propagation in saturated poroelastic media - part II: finite element formulation
|
|
|
1994 |
31 |
5 |
p. 235-236 2 p. |
artikel |
23 |
Analise, atraves de modelos visco-elasticos, dos resultados de ensaios de laboratorio, para previsao de recalques de uma argila (Analysis of laboratory tests measurements through visco-elastic models to forecast settlements of a clay)
|
|
|
1994 |
31 |
5 |
p. 234- 1 p. |
artikel |
24 |
Analysis of ground motions at Treasure Island site during the 1989 Loma Prieta earthquake
|
|
|
1994 |
31 |
5 |
p. 226- 1 p. |
artikel |
25 |
An analytical/numerical approach for cracked elastic strips under concentrated loads - transient response
|
|
|
1994 |
31 |
5 |
p. 241-242 2 p. |
artikel |
26 |
An analytical solution for the probabilistic response of SDOF non-linear random systems subjected to variable amplitude cyclic loading
|
|
|
1994 |
31 |
5 |
p. 255- 1 p. |
artikel |
27 |
An analytical study of cone penetration tests in granular material
|
|
|
1994 |
31 |
5 |
p. 230- 1 p. |
artikel |
28 |
An approximate numerical analysis of pileraft interaction
|
|
|
1994 |
31 |
5 |
p. 248- 1 p. |
artikel |
29 |
A new geophysical method to measure soil profiles for dynamic analysis of soil embankments
|
|
|
1994 |
31 |
5 |
p. 239- 1 p. |
artikel |
30 |
An important parameter in geotechnical engineering for earthquake disaster mitigation - shear wave velocity (in Chinese)
|
|
|
1994 |
31 |
5 |
p. 255- 1 p. |
artikel |
31 |
An inverse method for determining lithospheric strain rate variation on geological timescales
|
|
|
1994 |
31 |
5 |
p. 226- 1 p. |
artikel |
32 |
Anomalous electrical resistivity of almost dry marble and granite under axial compression
|
|
|
1994 |
31 |
5 |
p. 232- 1 p. |
artikel |
33 |
A nonlinear seismic analysis of earch-rock fill dams (in Chinese)
|
|
|
1994 |
31 |
5 |
p. 249- 1 p. |
artikel |
34 |
A numerical and experimental study of the artificial freezing of sand
|
|
|
1994 |
31 |
5 |
p. 233- 1 p. |
artikel |
35 |
Anwendungen von injektionen mit feinstbindemitteln: stand der massgebenden Regelwerke in den Bereichen geotechnik und Betonbau (application of ultrafine binder injections)
|
|
|
1994 |
31 |
5 |
p. 244-245 2 p. |
artikel |
36 |
Application of NLFM models to predict cracking in concrete gravity dams
|
|
|
1994 |
31 |
5 |
p. 260- 1 p. |
artikel |
37 |
Application of Terzaghi's consolidation theory to nearly saturated soils
|
|
|
1994 |
31 |
5 |
p. 234- 1 p. |
artikel |
38 |
A re-examination of the strain field around a simple pile
|
|
|
1994 |
31 |
5 |
p. 247- 1 p. |
artikel |
39 |
A retroanalise de sinais de cravacao de estacas: observacoes registradas e sua interpretacao (Back-analysis of pile driving records: some observations and their interpretation)
|
|
|
1994 |
31 |
5 |
p. 248- 1 p. |
artikel |
40 |
A review: genesis and classification of tropical residual soils for engineers
|
|
|
1994 |
31 |
5 |
p. 237- 1 p. |
artikel |
41 |
A revision of the graphical method for assessing the excavatability of rock
|
|
|
1994 |
31 |
5 |
p. 244- 1 p. |
artikel |
42 |
A seismic analysis of valleyfill deposits
|
|
|
1994 |
31 |
5 |
p. 238- 1 p. |
artikel |
43 |
A semi-analytical method for the wave-induced seabed response
|
|
|
1994 |
31 |
5 |
p. 236-237 2 p. |
artikel |
44 |
Aspectos relevantes da interacao solo-estrutura em edificacoes (Relevant aspects of the soil-structure interaction in buildings)
|
|
|
1994 |
31 |
5 |
p. 246- 1 p. |
artikel |
45 |
Assessing brittle volume-gain and pressure solution volume-loss processes in quartz arenite
|
|
|
1994 |
31 |
5 |
p. 234- 1 p. |
artikel |
46 |
Assessment of liquefaction potential using neural networks
|
|
|
1994 |
31 |
5 |
p. 235- 1 p. |
artikel |
47 |
Assessment of near-field rock mass fracturing around a potential nuclear fuel waste repository in the Canadian Shield
|
McCreath, D.R. |
|
1994 |
31 |
5 |
p. 457-470 14 p. |
artikel |
48 |
Assessment of seismic displacements of slopes
|
|
|
1994 |
31 |
5 |
p. 250- 1 p. |
artikel |
49 |
A study of the geoelectrical properties of peatlands and their influence on ground-penetrating radar surveying
|
|
|
1994 |
31 |
5 |
p. 232- 1 p. |
artikel |
50 |
A study on the generating mechanism of vertical joints in loess
|
|
|
1994 |
31 |
5 |
p. 259-260 2 p. |
artikel |
51 |
A study on the strength behaviour of a compact soil using stabilising and reinforcing materials
|
|
|
1994 |
31 |
5 |
p. 245- 1 p. |
artikel |
52 |
Attenuation of earthquake-induced ground displacements
|
|
|
1994 |
31 |
5 |
p. 226- 1 p. |
artikel |
53 |
Author's reply
|
Bruno, M.S. |
|
1994 |
31 |
5 |
p. 569-570 2 p. |
artikel |
54 |
Behavior of soil plugs in open-ended model piles driven into sands
|
|
|
1994 |
31 |
5 |
p. 248- 1 p. |
artikel |
55 |
Behaviour of SP log in a granite reservoir
|
|
|
1994 |
31 |
5 |
p. 232- 1 p. |
artikel |
56 |
Blasting-induced vibration in tunnelling
|
|
|
1994 |
31 |
5 |
p. 243- 1 p. |
artikel |
57 |
Buckling behavior of square-and-diagonal double-layer grid
|
|
|
1994 |
31 |
5 |
p. 254- 1 p. |
artikel |
58 |
Calculo de recalques por adensamento em solos nao-saturados com bolhas de ar oclusas (Consolidation settlement calculation on non-saturated soils with occluded air bubbles)
|
|
|
1994 |
31 |
5 |
p. 234- 1 p. |
artikel |
59 |
Caracterizacao geotecnica de uma argila mole do Recife (Geotechnical characterization of a recife soft clay)
|
|
|
1994 |
31 |
5 |
p. 229-230 2 p. |
artikel |
60 |
Characteristics of inland Quaternary basins in northwest China with reference to their hydrological significance
|
|
|
1994 |
31 |
5 |
p. 225- 1 p. |
artikel |
61 |
Chemical stabilization of sabkha soils at high moisture contents
|
|
|
1994 |
31 |
5 |
p. 245- 1 p. |
artikel |
62 |
China rock puzzle
|
|
|
1994 |
31 |
5 |
p. 257-258 2 p. |
artikel |
63 |
Colloid transport in unsaturated porous media
|
|
|
1994 |
31 |
5 |
p. 233-234 2 p. |
artikel |
64 |
Comments and recommendations on design and analysis procedures for structures in argillaceous swelling rock
|
|
|
1994 |
31 |
5 |
p. 535-546 12 p. |
artikel |
65 |
Comparison between experiment and computer modelling of plane-strain simple-shear ice deformation
|
|
|
1994 |
31 |
5 |
p. 259- 1 p. |
artikel |
66 |
Comparison of the measured and computed performance of a propped bored pile retaining wall at Walthamstow
|
|
|
1994 |
31 |
5 |
p. 251- 1 p. |
artikel |
67 |
Computer-aided instruction in mine automation
|
|
|
1994 |
31 |
5 |
p. 258- 1 p. |
artikel |
68 |
Consequences of a strong seismic activity in Costa Rica
|
|
|
1994 |
31 |
5 |
p. 253- 1 p. |
artikel |
69 |
Considering the effect of body force for regional land displacements
|
|
|
1994 |
31 |
5 |
p. 228-229 2 p. |
artikel |
70 |
Consistent formulation of direct and substructure methods in nonlinear soil-structure interaction
|
|
|
1994 |
31 |
5 |
p. 254-255 2 p. |
artikel |
71 |
Consistent inelastic design spectra: hysteretic and input energy
|
|
|
1994 |
31 |
5 |
p. 236- 1 p. |
artikel |
72 |
Consistent inelastic design spectra: strength and displacement
|
|
|
1994 |
31 |
5 |
p. 236- 1 p. |
artikel |
73 |
Construction on recent alluvial: the importance of a correct interpretation of Quaternary geology
|
|
|
1994 |
31 |
5 |
p. 246- 1 p. |
artikel |
74 |
Contaminant fluxes through site containment barriers: performance assessment and illustrative results
|
|
|
1994 |
31 |
5 |
p. 242- 1 p. |
artikel |
75 |
Contribuicao ao estudo dos movimentos tectonicos sin e pos-sedimentares na Bacia de Sao Paulo a partir de evidencias observadas nas escavacoes do tunel da eletropaulo (Contribution to the study of tectonic movements during and after the sedimentation of Sao Paulo Basin based on geological observations during the underground excavation of the eletropaulo tunnel)
|
|
|
1994 |
31 |
5 |
p. 256- 1 p. |
artikel |
76 |
Criteria for selecting and assigning optimal temperatures for grouting joints
|
|
|
1994 |
31 |
5 |
p. 249-250 2 p. |
artikel |
77 |
Critical look on new approach for geometrically evolving domains in geomechanics
|
|
|
1994 |
31 |
5 |
p. 242- 1 p. |
artikel |
78 |
Cubical pneumatic cushion triaxial soil test unit
|
|
|
1994 |
31 |
5 |
p. 234- 1 p. |
artikel |
79 |
Dam design - for African environments
|
|
|
1994 |
31 |
5 |
p. 248- 1 p. |
artikel |
80 |
Der Einsatz einer TBM beihoher Uberlagerung und grosser Gebirgs-festigkeit (Tunnel boring machine requirements in high density strata with deep capping)
|
|
|
1994 |
31 |
5 |
p. 244- 1 p. |
artikel |
81 |
Design of flexible pavement subgrades with geosynthetics
|
|
|
1994 |
31 |
5 |
p. 246- 1 p. |
artikel |
82 |
Determination of minimum earthquake magnitude in evaluation of seismic hazards at nuclear power plant site (in Chinese)
|
|
|
1994 |
31 |
5 |
p. 253- 1 p. |
artikel |
83 |
Determination of petrographic factors controlling permeability using petrographic image analysis and core data, Satun Field, Pattani Basin, Gulf of Thailand
|
|
|
1994 |
31 |
5 |
p. 233- 1 p. |
artikel |
84 |
Determining the slip vector by graphical construction: use of a simplified representation of the stress tensor
|
|
|
1994 |
31 |
5 |
p. 255- 1 p. |
artikel |
85 |
Development of a method of compacting saturated sand soils by blasts under winter conditions
|
|
|
1994 |
31 |
5 |
p. 248- 1 p. |
artikel |
86 |
Developments in rock-breaking techniques
|
|
|
1994 |
31 |
5 |
p. 243- 1 p. |
artikel |
87 |
Did (or will) fluid injection cause earthquakes? — Criteria for a rational assessment
|
|
|
1994 |
31 |
5 |
p. 226- 1 p. |
artikel |
88 |
Die baugeologischen Verhaltnisse des Inntaltunnels (The geological/constructional situation of the Inntaltunnel)
|
|
|
1994 |
31 |
5 |
p. 256- 1 p. |
artikel |
89 |
Diffusion through statically compacted clay
|
|
|
1994 |
31 |
5 |
p. 233- 1 p. |
artikel |
90 |
Displacement-pile behaviour in a soft marine clay
|
|
|
1994 |
31 |
5 |
p. 247- 1 p. |
artikel |
91 |
Displacement pile behaviour in glacial clay
|
|
|
1994 |
31 |
5 |
p. 247- 1 p. |
artikel |
92 |
3-D seismic response of Guanmenshan concrete faced rockfill dam
|
|
|
1994 |
31 |
5 |
p. 249- 1 p. |
artikel |
93 |
Dynamic modal responses of wave-excited offshore structures
|
|
|
1994 |
31 |
5 |
p. 253- 1 p. |
artikel |
94 |
Dynamic stress intensity factor for subsurface inclined cracks
|
|
|
1994 |
31 |
5 |
p. 241- 1 p. |
artikel |
95 |
Effect of geogrid reinforcement on seepage through earth-fill dam cores
|
|
|
1994 |
31 |
5 |
p. 245- 1 p. |
artikel |
96 |
Effect of overburden pressure on liquefaction resistance of sand
|
|
|
1994 |
31 |
5 |
p. 235- 1 p. |
artikel |
97 |
Effect of temperature and pore size on the hydraulic properties and flow of a hydrocarbon oil in the subsurface
|
|
|
1994 |
31 |
5 |
p. 240- 1 p. |
artikel |
98 |
Effect of three-dimensionality and soil creep on the distribution of vertical stresses σ y above tunnels constructed in the body of a high earth-rock dam
|
|
|
1994 |
31 |
5 |
p. 250- 1 p. |
artikel |
99 |
Effects of lithology and depth on the permeability of core samples from the Kola and KTB drill holes
|
|
|
1994 |
31 |
5 |
p. 233- 1 p. |
artikel |
100 |
Effects of shale and contaminants on (Vs/Vp) ratios in transversely-isotropic geology
|
|
|
1994 |
31 |
5 |
p. 232-233 2 p. |
artikel |
101 |
Effects of temperature on friction: constitutive equations and experiments with quartz gouge
|
|
|
1994 |
31 |
5 |
p. 232- 1 p. |
artikel |
102 |
Effects of the wave passage and the embedment depth for in-plane building-soil interaction
|
|
|
1994 |
31 |
5 |
p. 254- 1 p. |
artikel |
103 |
Efficient numerical modelling of faulted rock using the boundary element method
|
Beer, G. |
|
1994 |
31 |
5 |
p. 485-506 22 p. |
artikel |
104 |
Elastic stress waves in rockbolts subject to impact loading
|
|
|
1994 |
31 |
5 |
p. 244- 1 p. |
artikel |
105 |
Electrical strengthening of clays by dielectrophoresis
|
|
|
1994 |
31 |
5 |
p. 245-246 2 p. |
artikel |
106 |
Electromagnetic ray-trace tomography
|
|
|
1994 |
31 |
5 |
p. 239- 1 p. |
artikel |
107 |
Engineering fuzzy treatment of mechanical parameters of rock (in Chinese)
|
|
|
1994 |
31 |
5 |
p. 230- 1 p. |
artikel |
108 |
Ensaios de adensamento de fluxo restringido na argila de Sarapui (Restrict flow consolidation tests in Sarapui clay)
|
|
|
1994 |
31 |
5 |
p. 235- 1 p. |
artikel |
109 |
Environmental geophysics: locating and evaluating subsurface geology, geologic hazards, groundwater contamination, etc
|
|
|
1994 |
31 |
5 |
p. 238- 1 p. |
artikel |
110 |
Equivalent times and one-dimensional elastic viscoplastic modelling of time-dependent stress-strain behaviour of clays
|
|
|
1994 |
31 |
5 |
p. 231- 1 p. |
artikel |
111 |
Erfahrungen beim Bau des druckstollens Pradella - Martina (Experiences during the construction of the Pradella-Martina power tunnel)
|
|
|
1994 |
31 |
5 |
p. 257- 1 p. |
artikel |
112 |
Estacas granulares em solos moles: uma verificacao in situ (Granular piles in soft soils: an in situ application)
|
|
|
1994 |
31 |
5 |
p. 248- 1 p. |
artikel |
113 |
Evaluation and completion procedure for produced brine and waste water disposal wells
|
|
|
1994 |
31 |
5 |
p. 243- 1 p. |
artikel |
114 |
Experiencia com solo grampeado no Brasil — 1970–1993 (Experience with soil nailing in Brazil: 1970–1993)
|
|
|
1994 |
31 |
5 |
p. 245- 1 p. |
artikel |
115 |
Experimental observations of the elastic and inelastic behaviour of porous sandstones
|
|
|
1994 |
31 |
5 |
p. 236- 1 p. |
artikel |
116 |
Experimental study of sand production from perforation cavities
|
Tronvoll, J. |
|
1994 |
31 |
5 |
p. 393-410 18 p. |
artikel |
117 |
Extended longwalls: is bigger better?
|
|
|
1994 |
31 |
5 |
p. 258- 1 p. |
artikel |
118 |
Finite element analysis of a soil nailed wall
|
|
|
1994 |
31 |
5 |
p. 245- 1 p. |
artikel |
119 |
Finite-element analysis of deep excavation in layered sandy and clayey soil deposits
|
|
|
1994 |
31 |
5 |
p. 242-243 2 p. |
artikel |
120 |
Finite element analysis of interaction between underground steel distributor and surrounding rock (in Chinese)
|
|
|
1994 |
31 |
5 |
p. 255- 1 p. |
artikel |
121 |
Flow channeling in strongly heterogeneous porous media: a numerical study
|
|
|
1994 |
31 |
5 |
p. 228- 1 p. |
artikel |
122 |
Formation of regolith-collapse sinkholes in southern Illinois: interpretation and identification of associated buried cavities
|
|
|
1994 |
31 |
5 |
p. 258-259 2 p. |
artikel |
123 |
Fractals, fractures, and size effects in concrete
|
|
|
1994 |
31 |
5 |
p. 260- 1 p. |
artikel |
124 |
From lab to field: geotechnical properties for predicting embankment settlement on Lake Bonneville deposits
|
|
|
1994 |
31 |
5 |
p. 249- 1 p. |
artikel |
125 |
From plate tectonics to the design of the Dul Hasti hydroelectric project in Kashmir (India)
|
|
|
1994 |
31 |
5 |
p. 252- 1 p. |
artikel |
126 |
Frost heave characteristics of undisturbed sensitive Champlain Sea clay
|
|
|
1994 |
31 |
5 |
p. 227- 1 p. |
artikel |
127 |
General report on tropical and residual soils
|
|
|
1994 |
31 |
5 |
p. 229- 1 p. |
artikel |
128 |
Geodetic investigations of technogenic geodynamics at the Boguchany hydroelectric station under construction
|
|
|
1994 |
31 |
5 |
p. 238- 1 p. |
artikel |
129 |
Geometry of hydraulic fractures induced from horizontal wellbores
|
|
|
1994 |
31 |
5 |
p. 259- 1 p. |
artikel |
130 |
Geotechnical aspects of sabkha at Jubail, Saudi Arabia
|
|
|
1994 |
31 |
5 |
p. 252- 1 p. |
artikel |
131 |
Geotechnical aspects of the construction of the Northern access road (Pitseng to Katse intake) LHDA contract no. 103
|
|
|
1994 |
31 |
5 |
p. 252- 1 p. |
artikel |
132 |
Geotechnical aspects of the Lesotho Highlands water project
|
|
|
1994 |
31 |
5 |
p. 256- 1 p. |
artikel |
133 |
Geotechnical study and slope design of a phosphorite mine
|
|
|
1994 |
31 |
5 |
p. 250- 1 p. |
artikel |
134 |
Geotechnics in the African environment. Volume 2
|
|
|
1994 |
31 |
5 |
p. 225- 1 p. |
artikel |
135 |
Geotechnische Hilfsmittel bei der Sanierung alter Tunnelstrecken (Relying on geotechnology or the reconstruction of old tunnel sections)
|
|
|
1994 |
31 |
5 |
p. 257- 1 p. |
artikel |
136 |
Grain and void compression in fractured and porous rocks
|
|
|
1994 |
31 |
5 |
p. 234- 1 p. |
artikel |
137 |
Gravity-induced stresses in finite slopes
|
Savage, W.Z. |
|
1994 |
31 |
5 |
p. 471-483 13 p. |
artikel |
138 |
Ground penetrating radar and seismic refraction investigation of fracture patterns in the basalt of Lucky Peak near Boise, Idaho
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1994 |
31 |
5 |
p. 237-238 2 p. |
artikel |
139 |
Ground-penetrating radar for salt-affected soil assesment
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1994 |
31 |
5 |
p. 238- 1 p. |
artikel |
140 |
Groundwater inverse problem. Discussion on geostatistical formulations and validation
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1994 |
31 |
5 |
p. 228- 1 p. |
artikel |
141 |
Horizontal aquifer movement in a Theis-Thiem confined system
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1994 |
31 |
5 |
p. 240- 1 p. |
artikel |
142 |
Hydrocarbon-generation-induced microcracking of source rocks
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1994 |
31 |
5 |
p. 231- 1 p. |
artikel |
143 |
Hydrogeologic role in sinkhole development in the desert of Kuwait
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1994 |
31 |
5 |
p. 258- 1 p. |
artikel |
144 |
Hydrogeology, waste disposal, science and politics. Proceedings of the 30th symposium on engineering geology and geotechnical engineering, Idaho, March, 1994
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1994 |
31 |
5 |
p. 225- 1 p. |
artikel |
145 |
Hydrological aspects of geophysical borehole measurements in crystalline rocks of the Black Forest
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1994 |
31 |
5 |
p. 240- 1 p. |
artikel |
146 |
Hyperbolic method for settlements in clays with vertical drains
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1994 |
31 |
5 |
p. 234- 1 p. |
artikel |
147 |
Identification of modal quantities from two earthquake responses
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1994 |
31 |
5 |
p. 226- 1 p. |
artikel |
148 |
Importance of speed and frequency in flexible pavement response
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1994 |
31 |
5 |
p. 247- 1 p. |
artikel |
149 |
Influence of membrane forces on transverse-shear reinforcement design
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1994 |
31 |
5 |
p. 255- 1 p. |
artikel |
150 |
Influence of soft clays on the response spectra for structures in eastern Canada
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1994 |
31 |
5 |
p. 255- 1 p. |
artikel |
151 |
Influence of water/cement ratios and mix proportions on workability and characteristic strength of concrete containing laterite fine aggregate
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1994 |
31 |
5 |
p. 242- 1 p. |
artikel |
152 |
Influences of geological detail on the time-dependent instability of a cut slope in residual soils
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1994 |
31 |
5 |
p. 246- 1 p. |
artikel |
153 |
Injektionen — Ausfuhrung und theoretische Grundlagen (Grouting in rock and concrete)
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1994 |
31 |
5 |
p. 244- 1 p. |
artikel |
154 |
In situ stress determination using the under-excavation technique—II. Applications
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Wiles, T.D. |
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1994 |
31 |
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p. 447-456 10 p. |
artikel |
155 |
In situ stress determination using the under-excavation technique—I. Theory
|
Wiles, T.D. |
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1994 |
31 |
5 |
p. 439-446 8 p. |
artikel |
156 |
Instability and liquefaction of granular materials
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1994 |
31 |
5 |
p. 235- 1 p. |
artikel |
157 |
Instortingsholten op de Keizersberg te Leuven (Earth cave-in on the Keizersberg in Louvain)
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1994 |
31 |
5 |
p. 259- 1 p. |
artikel |
158 |
Integrated assessment of seismic damage in structures
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1994 |
31 |
5 |
p. 254- 1 p. |
artikel |
159 |
Integrated GIS for construction site investigation
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1994 |
31 |
5 |
p. 238- 1 p. |
artikel |
160 |
Interaction between water, rock and concrete near Xinanjiang dam-site (in Chinese)
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1994 |
31 |
5 |
p. 228- 1 p. |
artikel |
161 |
Interface shear stress in overlaid concrete pavements
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1994 |
31 |
5 |
p. 246- 1 p. |
artikel |
162 |
Intersection probabilities of impersistent joints
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1994 |
31 |
5 |
p. 241- 1 p. |
artikel |
163 |
Introduction et application des methodes geophysiques VLF, georesistivi, conductivite electromagnetique et sismique a la recherche des materiaux (Introduction and application of VLF geophysical, georesistance, electromagnetic and seismic conductivity methods in locating raw material deposits)
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1994 |
31 |
5 |
p. 238- 1 p. |
artikel |
164 |
Investigation of up-lift pressure distribution below the floor of a hydraulic structure - by electrical analogy method
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1994 |
31 |
5 |
p. 250- 1 p. |
artikel |
165 |
Knowledge-based system for mine method selection
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1994 |
31 |
5 |
p. 258- 1 p. |
artikel |
166 |
Laboratory and field determinations of small-strain shear modulus for a structured Champlain clay
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1994 |
31 |
5 |
p. 240-241 2 p. |
artikel |
167 |
Laboratory measurement of capillary pressure-saturation relationships in a rock fracture
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1994 |
31 |
5 |
p. 233- 1 p. |
artikel |
168 |
Landslide risk assessment and acceptable risk
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1994 |
31 |
5 |
p. 250- 1 p. |
artikel |
169 |
Large-scale intrusion of shallow water into a vertical fracture zone in crystalline bedrock: initial hydrochemical perturbation during tunnel construction at the Aspo Hard Rock Laboratory, southeastern Sweden
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1994 |
31 |
5 |
p. 256- 1 p. |
artikel |
170 |
Large-strain undrained pressuremeter interpretation based on loading and unloading data
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1994 |
31 |
5 |
p. 230-231 2 p. |
artikel |
171 |
Lateral load capacity of single piles in sand
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1994 |
31 |
5 |
p. 247- 1 p. |
artikel |
172 |
Lateral response of dams in semi-elliptical rigid canyons
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1994 |
31 |
5 |
p. 248- 1 p. |
artikel |
173 |
Les vibrations dues aux tirs de mines: methode generale pour prevoir les niveaux et calculer les plans de tir (Vibrations caused by firing in mines: general method for planning stages and calculating blasting patterns)
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1994 |
31 |
5 |
p. 243- 1 p. |
artikel |
174 |
Liquid influx to a borehole in an elastoplastic stratum
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1994 |
31 |
5 |
p. 240- 1 p. |
artikel |
175 |
Local soil modelling
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1994 |
31 |
5 |
p. 235- 1 p. |
artikel |
176 |
Locking into success
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1994 |
31 |
5 |
p. 244- 1 p. |
artikel |
177 |
Losung von Ausbaufragen mittels kombinierter modelltechnik (Solving mine support issues by means of combined model techniques)
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1994 |
31 |
5 |
p. 244- 1 p. |
artikel |
178 |
Material damping for lumped-parameter models of foundations
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1994 |
31 |
5 |
p. 255- 1 p. |
artikel |
179 |
Measurement of movements along cracks and faults by means of the TM-71 deformometer
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1994 |
31 |
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p. 227- 1 p. |
artikel |
180 |
Measurements of the strain field associated with episodic creep events on the San Andres Fault at San Juan Bautista, California
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1994 |
31 |
5 |
p. 227- 1 p. |
artikel |
181 |
Mechanical properties of shock-damaged rocks
|
Hongliang He, |
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1994 |
31 |
5 |
p. 525-533 9 p. |
artikel |
182 |
Methods applied in determining the variations of strength and structure of plutonic rock material exposed to artificial weathering treatment
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1994 |
31 |
5 |
p. 226- 1 p. |
artikel |
183 |
Metodo de dimensionamento de lastros de brita sobre estacas com capiteis (A design method for granular bases over piles with caps)
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1994 |
31 |
5 |
p. 248- 1 p. |
artikel |
184 |
Modeling mechanical behavior of agricultural soils
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1994 |
31 |
5 |
p. 230- 1 p. |
artikel |
185 |
Modeling the pullout characteristics of welded wire mats embedded in silty sand
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1994 |
31 |
5 |
p. 245- 1 p. |
artikel |
186 |
Modelisation des aquiferes complexes. Prise en compte de la zone non saturee et de la salinite. Calcul des intervalles de confiance (Modelling complex aquifers taking the unsaturated zone and salinity into account: calculating confidence limits)
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1994 |
31 |
5 |
p. 228- 1 p. |
artikel |
187 |
Modelling of mechanical behaviour of some layered soils
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1994 |
31 |
5 |
p. 230- 1 p. |
artikel |
188 |
Modelling subsurface flow and transport: where do we stand?
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1994 |
31 |
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p. 228- 1 p. |
artikel |
189 |
More reliable shear-wave data from VSPs using the CIPHER technique
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1994 |
31 |
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p. 239- 1 p. |
artikel |
190 |
Morphostructural evolution and related kinematics of rockfalls in Campania (southern Italy): a case study
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1994 |
31 |
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p. 251- 1 p. |
artikel |
191 |
Multiple entry pillar stability assessment using the limit equilibrium method
|
Ünlü, T. |
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1994 |
31 |
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p. 429-438 10 p. |
artikel |
192 |
New technologies and equipment for constructing foundations
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1994 |
31 |
5 |
p. 247- 1 p. |
artikel |
193 |
Nonlinear vibration analysis of steel frames with semirigid connections
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1994 |
31 |
5 |
p. 254- 1 p. |
artikel |
194 |
Nonlocal damage theory based on micromechanics of crack interactions
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1994 |
31 |
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p. 260- 1 p. |
artikel |
195 |
Nonreactive and reactive solute transport in three-dimensional heterogeneous porous media: mean displacement, plume spreading, and uncertainty
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1994 |
31 |
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p. 228- 1 p. |
artikel |
196 |
Norway's Rennfast link: the world's longest and deepest subsea road tunnel
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1994 |
31 |
5 |
p. 256- 1 p. |
artikel |
197 |
Novel procedures accurately measure drilling mud dynamic filtration
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1994 |
31 |
5 |
p. 240- 1 p. |
artikel |
198 |
Numerical modeling of tensile crack propagation in concrete dams
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1994 |
31 |
5 |
p. 249- 1 p. |
artikel |
199 |
Numerical simulations of granular soil using elliptical particles
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1994 |
31 |
5 |
p. 230- 1 p. |
artikel |
200 |
Offshore quaternary sediments and their engineering significance in Hong Kong
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1994 |
31 |
5 |
p. 246- 1 p. |
artikel |
201 |
On non-linear dynamic analysis in the frequency domain: algorithms and applications
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1994 |
31 |
5 |
p. 254- 1 p. |
artikel |
202 |
On overestimation of displacements in numerical calculation of zoned dams
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1994 |
31 |
5 |
p. 249- 1 p. |
artikel |
203 |
On seismic hazard assessment of sites of nuclear facilities (in Chinese)
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1994 |
31 |
5 |
p. 253- 1 p. |
artikel |
204 |
On the imaging of stress changes in particulate media: an experimental study
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1994 |
31 |
5 |
p. 241- 1 p. |
artikel |
205 |
On the relation of ground motion attenuation in NPP siting (in Chinese)
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1994 |
31 |
5 |
p. 253- 1 p. |
artikel |
206 |
On the significance of dimensionless failure criteria
|
Pariseau, W.G. |
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1994 |
31 |
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p. 555-560 6 p. |
artikel |
207 |
Parametros de projeto em estruturas de solos reforcados com geotexteis (Design parameters for geotextile reinforced structures)
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1994 |
31 |
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p. 245- 1 p. |
artikel |
208 |
Percussion drilling: how to optimize drill system economy using energy efficiency concepts
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1994 |
31 |
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p. 243- 1 p. |
artikel |
209 |
Perfis de solos residuais da regiao metropolitan de Porto Alegre (Residual soil profiles from metropolitan region of Porto Alegre)
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1994 |
31 |
5 |
p. 238- 1 p. |
artikel |
210 |
Performance of an embankment built on a soft disturbed clay
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1994 |
31 |
5 |
p. 249- 1 p. |
artikel |
211 |
Performance of ejectors in construction dewatering systems
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1994 |
31 |
5 |
p. 252- 1 p. |
artikel |
212 |
Permeability tensors for sedimentary structures
|
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1994 |
31 |
5 |
p. 233- 1 p. |
artikel |
213 |
Physical properties at high P and T for rocks in the upper part of the Krivoy Rog superdeep borehole. Part 2. Elastic characteristics
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1994 |
31 |
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p. 231-232 2 p. |
artikel |
214 |
Potential hazards associated with earthquakes and their investigations (in Chinese)
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1994 |
31 |
5 |
p. 252- 1 p. |
artikel |
215 |
Pounding of buildings during earthquakes: a Canadian perspective
|
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1994 |
31 |
5 |
p. 253- 1 p. |
artikel |
216 |
Prediction of land subsidence due to ground-water use in snow country
|
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1994 |
31 |
5 |
p. 252- 1 p. |
artikel |
217 |
Prediction of rock hardness and drillability using acoustic emission signatures during indentation
|
Jung, S.J. |
|
1994 |
31 |
5 |
p. 561-567 7 p. |
artikel |
218 |
Preliminary results of the modelling of the Mexico City valley with a two-dimensional boundary element method for the scattering of SH waves
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1994 |
31 |
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p. 226- 1 p. |
artikel |
219 |
Previsao da capacidade de carga de estacas em argilas atraves do ensaio piezocone (Prediction of axial pile capacity in clays using piezocone tests)
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1994 |
31 |
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p. 248- 1 p. |
artikel |
220 |
Primary fabric ellipsoids in sandstones: implications for depositional processes and strain analysis
|
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1994 |
31 |
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p. 230- 1 p. |
artikel |
221 |
Procedimentos para caracterizacao geotecnica de perfis em solos de granitos e gnaisses, para obras viarias (Procedures for geotechnical characterization of granitic and gneissic soil profiles, for transportation ways works)
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1994 |
31 |
5 |
p. 237- 1 p. |
artikel |
222 |
Procedure for compiling tables for practical calculations of frame tunnel constructions
|
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1994 |
31 |
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p. 257- 1 p. |
artikel |
223 |
Proposal for the method of stating the value of maximum swelling of the soil on the example of Opole marls eluvium
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1994 |
31 |
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p. 235- 1 p. |
artikel |
224 |
Proposed provisions for aseismic design of liquid storage tanks: part I - codal provisions
|
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1994 |
31 |
5 |
p. 258- 1 p. |
artikel |
225 |
Proposed provisions for aseismic design of liquid storage tanks: part II - commentary and examples
|
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1994 |
31 |
5 |
p. 258- 1 p. |
artikel |
226 |
Proposing an alternative liner: a successful example
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1994 |
31 |
5 |
p. 251- 1 p. |
artikel |
227 |
Propped fracturing as a tool for sand control and reservoir management
|
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1994 |
31 |
5 |
p. 259- 1 p. |
artikel |
228 |
Pullout behaviour of model pile and helical pile anchors subjected to lateral cyclic loading
|
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1994 |
31 |
5 |
p. 248- 1 p. |
artikel |
229 |
Quaternary sediments in central Edmonton, Alberta, Canada: stratigraphy, distribution and geotechnical implications
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1994 |
31 |
5 |
p. 255- 1 p. |
artikel |
230 |
Radiation from seismic sources in cased and cemented boreholes
|
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1994 |
31 |
5 |
p. 239-240 2 p. |
artikel |
231 |
Relationship between regional changes of soil physical properties and volcanic stratigraphy on the southern slope of Batur volcano in the Island of Bali, Indonesia
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1994 |
31 |
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p. 228- 1 p. |
artikel |
232 |
Reminiszenzen zur Eroffnung des Kanaltunnels (Opening of Euro-tunnel)
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1994 |
31 |
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p. 256-257 2 p. |
artikel |
233 |
Results of a downhole formation microscanner study in a Juro-Triassic-aged sedimentary deposit (Passaic Formation)
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1994 |
31 |
5 |
p. 239- 1 p. |
artikel |
234 |
Review of foundation testing methods and procedures
|
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1994 |
31 |
5 |
p. 247- 1 p. |
artikel |
235 |
Reviving the mission of rock mechanics teaching in mining and civil engineering
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1994 |
31 |
5 |
p. 229- 1 p. |
artikel |
236 |
RFPHI - a program in TURBOC for the Rf/ø diagram method of two-dimensional strain analysis
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1994 |
31 |
5 |
p. 243- 1 p. |
artikel |
237 |
Risk-reduction factor for bearing capacity of shallow foundations
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1994 |
31 |
5 |
p. 247- 1 p. |
artikel |
238 |
Road tunnels support agricultural revival
|
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1994 |
31 |
5 |
p. 257- 1 p. |
artikel |
239 |
Robust control techniques for buildings under earthquake excitation
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1994 |
31 |
5 |
p. 252- 1 p. |
artikel |
240 |
Rock mass stress and hydrological characterisation using borehole double-packers
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1994 |
31 |
5 |
p. 241- 1 p. |
artikel |
241 |
Rotational quantities in homogeneous flow and the development of small-scale structure
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1994 |
31 |
5 |
p. 225- 1 p. |
artikel |
242 |
Sample disturbance from shear wave velocity measurements
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1994 |
31 |
5 |
p. 227- 1 p. |
artikel |
243 |
Scanneraufnahmen des visuellen und des Infrarot-Bildes zur Untersuchung von Tunnelgewolben (The use of scanner technology on visual and infeared images for the examination of tunnel vaults)
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1994 |
31 |
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p. 257- 1 p. |
artikel |
244 |
Seismically inferred dilatancy distribution, northern Barbados Ridge decollement: implications for fluid migration and fault strength
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1994 |
31 |
5 |
p. 225- 1 p. |
artikel |
245 |
Seismic response of a cylindrical shell embedded in a layered viscoelastic half-space. I: formulation
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1994 |
31 |
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p. 256- 1 p. |
artikel |
246 |
Seismic response of a cylindrical shell embedded in a layered viscoelstic half-space. II: validation and numerical results
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1994 |
31 |
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p. 256- 1 p. |
artikel |
247 |
Seismotectonic approach to evaluation of design basis ground motion (in Chinese)
|
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1994 |
31 |
5 |
p. 253- 1 p. |
artikel |
248 |
Sensitivity of seismic structural response to interpretation of soils data
|
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1994 |
31 |
5 |
p. 254- 1 p. |
artikel |
249 |
Shale testing and capillary phenomena
|
Schmitt, L. |
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1994 |
31 |
5 |
p. 411-427 17 p. |
artikel |
250 |
Simulation des ecoulements en milieu poreux par elements finis mixtes hybrides (Simulation of flow in porous media using mixed hybrid finite elements)
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1994 |
31 |
5 |
p. 228- 1 p. |
artikel |
251 |
Site velocities before and after the Loma Prieta and Gulf of Alaska earthquakes determined from VLBI
|
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1994 |
31 |
5 |
p. 226- 1 p. |
artikel |
252 |
Sixteenth Canadian geotechnical colloquium: frost heave in soils: concepts and engineering
|
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1994 |
31 |
5 |
p. 227- 1 p. |
artikel |
253 |
Slope failure in a cutting in marine clay
|
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1994 |
31 |
5 |
p. 251- 1 p. |
artikel |
254 |
Spnnungsmessungen im Mauerwerksausbau von Eisenbahntunneln (Stress measurements in masonry type lining of railway tunnels)
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1994 |
31 |
5 |
p. 257- 1 p. |
artikel |
255 |
Stability and rock cover of hard rock subsea tunnels
|
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1994 |
31 |
5 |
p. 257- 1 p. |
artikel |
256 |
Stability of bank slope of Bishnupur branch canal/disty4 near Bankura
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1994 |
31 |
5 |
p. 250- 1 p. |
artikel |
257 |
Standortbestimmung des TBM-Vortriebes unter besonderer Berucksichtigung der geplanten Alpenbasistunnel (State of the art of TBM-tunnelling under special consideration of the planned Alpine base tunnels)
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1994 |
31 |
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p. 244- 1 p. |
artikel |
258 |
Stereological sampling of rock masses for engineering purposes
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1994 |
31 |
5 |
p. 241- 1 p. |
artikel |
259 |
Stochastic elastic-viscoplastic analysis for discontinuous rock masses
|
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1994 |
31 |
5 |
p. 231- 1 p. |
artikel |
260 |
Strain analysis using deformed vesicles from Mesozoic Pir Panjal volcanics, Kashmir Himalaya, India
|
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1994 |
31 |
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p. 225-226 2 p. |
artikel |
261 |
Strain and fabric analyses based on porphyroclast interaction
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1994 |
31 |
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p. 229- 1 p. |
artikel |
262 |
Strain in the ice sheet deduced from the crystal-orientation fabrics from bare icefields adjacent to the Sor-Rondane Mountains, Dronning Maud Land, East Antarctica
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1994 |
31 |
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p. 259- 1 p. |
artikel |
263 |
Stress-induced microcracking in rock and its influence on wellbore stability analysis
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1994 |
31 |
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p. 231- 1 p. |
artikel |
264 |
Stress intensity factor evaluation for cracked chevron notched Brazilian disc specimens
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1994 |
31 |
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p. 231- 1 p. |
artikel |
265 |
Stress-level effects in model tests on piles
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1994 |
31 |
5 |
p. 247- 1 p. |
artikel |
266 |
Study on the relationship between the particle size of soil and the angle of shear resistance under the low normal stress (in Japanese)
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1994 |
31 |
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p. 230- 1 p. |
artikel |
267 |
Subject index
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1994 |
31 |
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p. 261-262 2 p. |
artikel |
268 |
Suggested methods for rapid field identification of swelling and slaking rocks
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1994 |
31 |
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p. 547-550 4 p. |
artikel |
269 |
Test observation of crustal strains by two extensometers with super-invar rods of different coefficients of expansion (in Japanese)
|
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1994 |
31 |
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p. 239- 1 p. |
artikel |
270 |
Textural segmentation of digital rock images into bedding units using texture energy and cluster labels
|
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1994 |
31 |
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p. 229- 1 p. |
artikel |
271 |
The apparent friction of granular fault gouge in sheared layers
|
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1994 |
31 |
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p. 230- 1 p. |
artikel |
272 |
The challenge of subsea tunnelling
|
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1994 |
31 |
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p. 257- 1 p. |
artikel |
273 |
The combi heat store - a combined rock cavern/borehole heat store
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1994 |
31 |
5 |
p. 258- 1 p. |
artikel |
274 |
The concepts of capable fault and surface faulting and their investigation (in Chinese)
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1994 |
31 |
5 |
p. 253- 1 p. |
artikel |
275 |
The development of surface steps during mining subsidence: ‘not due to fault reactivation’
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1994 |
31 |
5 |
p. 246- 1 p. |
artikel |
276 |
The effect of a nonlinear Mohr-Coulomb criterion on borehole stresses and damage-zone estimate
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1994 |
31 |
5 |
p. 242- 1 p. |
artikel |
277 |
The effect of freeze-thaw cycles on the hydraulic conductivity of compacted clay
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1994 |
31 |
5 |
p. 227- 1 p. |
artikel |
278 |
The estimation of rock rippability
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1994 |
31 |
5 |
p. 243-244 2 p. |
artikel |
279 |
The face stability of slurry-shield-driven tunnels
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1994 |
31 |
5 |
p. 257- 1 p. |
artikel |
280 |
The fractal character of fracture spacing and RQD
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1994 |
31 |
5 |
p. 231- 1 p. |
artikel |
281 |
The Gauss function and the phenomena of rock mass subsidence and displacements of granular media
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1994 |
31 |
5 |
p. 241- 1 p. |
artikel |
282 |
The identification of basalt flow features from borehole television logs
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1994 |
31 |
5 |
p. 239- 1 p. |
artikel |
283 |
The influence of lateral spreading on settlements beneath a fill
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1994 |
31 |
5 |
p. 249- 1 p. |
artikel |
284 |
The influence of rock strength and abrasive mineral content on the Cerchar abrasive index
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1994 |
31 |
5 |
p. 232- 1 p. |
artikel |
285 |
The lateral pressure of wet concrete in diaphragm wall panels cast under bentonite
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1994 |
31 |
5 |
p. 251-252 2 p. |
artikel |
286 |
The limehouse link
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1994 |
31 |
5 |
p. 251- 1 p. |
artikel |
287 |
The loess of north-central China: geotechnical properties and their relation to slope stability
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1994 |
31 |
5 |
p. 246- 1 p. |
artikel |
288 |
The Netherlands without engineering geology: no lands
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1994 |
31 |
5 |
p. 225- 1 p. |
artikel |
289 |
The representation of directional geological data: TEC-hardware independent high-quality graphics
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1994 |
31 |
5 |
p. 243- 1 p. |
artikel |
290 |
Thermal properties of vesicular rhyolite
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1994 |
31 |
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p. 232- 1 p. |
artikel |
291 |
Thermodynamical approach for CamClay- family models with Roscoe-type dilatancy rules
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1994 |
31 |
5 |
p. 232- 1 p. |
artikel |
292 |
The rock-mechanical aspects of drilling a North Sea horizontal well
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1994 |
31 |
5 |
p. 240- 1 p. |
artikel |
293 |
The role of asymmetry in the formation of structures
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1994 |
31 |
5 |
p. 225- 1 p. |
artikel |
294 |
The RPR method for the doorstopper technique: Four or six stress components from one or two boreholes
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Corthésy, R. |
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1994 |
31 |
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p. 507-516 10 p. |
artikel |
295 |
The Scarborough experience - Holbeck landslide, 3/4 June 1993
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1994 |
31 |
5 |
p. 250- 1 p. |
artikel |
296 |
The Speeton Clay of North Yorkshire, England: an investigation of its geotechnical properties
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1994 |
31 |
5 |
p. 237- 1 p. |
artikel |
297 |
Tonminerale und Bodenmechanik im Gunzesrieder Achtal: Untersuchugen an Boden und deren Substraten, der Faltenmolasse und des Flysch im Oberallgau (Clay mineralogy and soil mechanics in the Gunzesried Valley: investigations into the soils and their substrata of the faltenmolasse and flysch in Oberallgau)
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1994 |
31 |
5 |
p. 229- 1 p. |
artikel |
298 |
Topological identification of block assemblages for jointed rock masses
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1994 |
31 |
5 |
p. 237- 1 p. |
artikel |
299 |
Tracking and steering systems in trenchless construction
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1994 |
31 |
5 |
p. 258- 1 p. |
artikel |
300 |
Tunnelbau braucht Innovationen fur die Autgaben der Zukunft: vom Gestern zum Morgen (Tunnelling requires innovation to meet tomorrow's needs)
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1994 |
31 |
5 |
p. 256- 1 p. |
artikel |
301 |
Tunnelling `94
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1994 |
31 |
5 |
p. 256- 1 p. |
artikel |
302 |
Ultimate bearing capacity of rock masses
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1994 |
31 |
5 |
p. 230- 1 p. |
artikel |
303 |
Unconfined flow of granular avalanches along a partly curved surface. II. Experiments and numerical computations
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1994 |
31 |
5 |
p. 251- 1 p. |
artikel |
304 |
Unconfined flow of granular avalanches along a partly curved surface. I. Theory
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1994 |
31 |
5 |
p. 251- 1 p. |
artikel |
305 |
Uniform-hazard response spectra - an alternative approach
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1994 |
31 |
5 |
p. 227- 1 p. |
artikel |
306 |
Uniform reliability safety format for seismic design of reinforced concrete structures
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1994 |
31 |
5 |
p. 253- 1 p. |
artikel |
307 |
Uniqueness of steady state and liquefaction potential
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1994 |
31 |
5 |
p. 235- 1 p. |
artikel |
308 |
Validation of two soil-compaction models for cylindrical stress states
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1994 |
31 |
5 |
p. 234- 1 p. |
artikel |
309 |
Variacoes de volume em solo colapsivel medidas atraves de ensios de laboratorio e campo (Volume change measurements in collapsible soil by laboratory and field tests)
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1994 |
31 |
5 |
p. 240- 1 p. |
artikel |
310 |
Variation of groundwater table in Roztocze and problems of its hydrogeological evaluation
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1994 |
31 |
5 |
p. 227-228 2 p. |
artikel |
311 |
Velocity and attenuation of compressional waves in nearly saturated soils
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1994 |
31 |
5 |
p. 236- 1 p. |
artikel |
312 |
Viscous damping in inelastic structural response
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1994 |
31 |
5 |
p. 254- 1 p. |
artikel |
313 |
Water and solvent effects on the strength of set plaster
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Coquard, P. |
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1994 |
31 |
5 |
p. 517-524 8 p. |
artikel |
314 |
Wave-induced porewater pressures and effective stresses around breakwater
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1994 |
31 |
5 |
p. 250- 1 p. |
artikel |
315 |
Wear processes during frictional sliding of rock: a theoretical and experimental study
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1994 |
31 |
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p. 232- 1 p. |
artikel |
316 |
Why scale forms and how to predict it
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1994 |
31 |
5 |
p. 242- 1 p. |
artikel |
317 |
Without site investigation ground is a hazard
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1994 |
31 |
5 |
p. 237- 1 p. |
artikel |
318 |
Zur problematik der interpretation von vertikalverschiebungen eines Erddammes (On the problems of interpreting the vertical displacements of an earth dam)
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1994 |
31 |
5 |
p. 249- 1 p. |
artikel |