... strength and residual strength is clarified. KEYWORDS: case history; earthquakes; fabric/structure of soils; liquefaction; sands; silts. L article etudie deux des aspects de la liquefaction sismiquement induite qui sont d une importance vitale pour les ingknieurs: les conditions de dCclenchement et les con...

... the sample is under load. At greater water contents when the pore pressure is positive, the injected fluid lags behind the leading edge. It is inferred that this phenomenon occurs because water infiltrates into the fracture tip and prevents penetration of the injected fluid. KEYWORDS: clays; failure...

... du sol ne devrait pas affecter d'une manière significative l'efficacité d'un système drainant en sol fin, il apparaît que l'existence d'une recharge proche et inattendue diminuera considérablement les performances. Keywords case history design excavation ground-water permeability pore...

... corrélation du déplacement vertical à la surface du sol. Le coefficient de variation du tassement différentiel associé aux deux poutres reposant sur trois supports est proportionnel à la rigidité de la poutre. © 1992 Thomas Telford Ltd 1992 Keywords deformation elasticity footings foundations...

... a été comparée avec de différentes prédictions théoriques aussi bien qu'avec les résultats de l'essai de compression biaxiale. © 1992 Thomas Telford Ltd 1992 Keywords laboratory tests sands failure plasticity Alsiny, A., Vardoulakis, I. & Drescher, A. (1992). Ge!otechnique 42, No. 3, 395...

...L. V. Gorelik Keywords dams settlement strains stress analysis Gorelik, L. V. (1992). G&mxhnique 42, No. 1, 109-113 TECHNICAL NOTE Settlement of soil layers of increasing thickness L. V. GORELIK* KEYWORDS: analysis. dams; settlement; strains; stress INTRODUCTION In order to be able...

... from leachate. Materials with a sand-gravel matrix have been found to be especially suitable after being mixed with a pulverized clay. The Paper also makes recommendations for the construction details. KEYWORDS: design; mineralogy; permeability; soil properties; time dependence; waste containment. Les...

...I. Symons, DEng, MICE, MIHT; D. R. Carder, PhD Symons,I. F. & Carder, D. R. (1992).Gt!otechnique 42, No. 1, 1177126 TECHNICAL NOTE Field measurements on embedded retaining walls I. F SYMONS, DEng, MICE, MIHT,* and D. R. CARDER, PhD* KEYWORDS: instrumentation; action; tunnels. deformation; earth...

...B. Simpson, EurIng, Ma, PhD, MICE Simpson. B. (1992). G&trchnique 42, No. 1, 131 136 TECHNICAL NOTE Partial factors of safety for the design of retaining walls B. SIMPSON, EurIng, MA, PhD, MICE* KEYWORDS: design; limit state design/analysis; retaining walls; statistical analysis. INTRODUCTION...

... méthodes, ces deux méthodes présentent I'advantage de programmes simplifiés, de calculs plus rapides et de mémoires réduites. Keywords anisotropy clays fabric/structure of soils microscopy Luo, D., Macleod, J. E. S., Leng, X. & Smart, P. (1992). GPotechnique 42, No. 1, 97-107 Automatic...

...C. R. I. Clayton; I. F. Symons © 1992 Thomas Telford Ltd 1992 Keywords clays compaction design earth pressure granular materials retaining walls Clayton, C. R. 1. & Symons, I. F. (1992). Gkmxhnique 42, No. 1, 127-130 TECHNICAL NOTE The pressure of compacted fill on retaining walls...

... I'hiver. Le mercure, les zones et I'arsenic semblent rester immobiles malgré les niveaux élevés présents dans la terre végétale du verger. © 1992 Thomas Telford Ltd 1992 Keywords chemical properties clays fabric/structure of soils groundwater permeability pollution migration Jargensen. P...

.../ force/fabrique proposée. © 1992 Thomas Telford Ltd 1992 Keywords fabric/structure of soils granular materials shear strength statistical analysis stress analysis Rothenburg, L. & Bathurst, R. J. (1992). Gotechnique 42, No. 1, 79-95 Micromechanical features of granular assemblies...

... Ltd 1991 Keywords fabric/structure of soils liquefaction sands triaxial tests Been, K., Jefferies, M. G. & Hachey, J. (1991). GCotechnique 41, No. 3, 365-381 The critical state of sands K. BEEN*, M. G. JEFFERIEST and J. HACHEY* There is conflicting evidence regarding the critical state...

.... The measured interface stresses were much larger than expected; they depended to a marked extent on position relative to the pile tip. The load capacity of the piles showed no increase with time and appeared to fall slightly. KEYWORDS: clays; earth pressure; field tests; piles; pore pressures; research. L...

... d'importance que dans des sols partiellement saturés. Des concepts et des développements théoriques sont présentés dans l'article. © 1991 Thomas Telford Ltd 1991 Keywords analysis chemical properties clays environmental geotechnics groundwater permeability soil properties Mitchell, J. K...

... réalistes à partir d'essais au pressiomètre dans du rocher tendre. © 1990 Thomas Telford Ltd 1990 Keywords Finite elements rocks field tests model tests Haberfield, C. M. & Johnston, 1. W. (1990). Ghwechnique 40, No. 4, 569-580 A numerical model for pressuremeter testing in soft rock C. M...

... jusqu'a un niveau désiré pour permetfre un développement supérieur de contraintes effectives dans l'echantillon au cours de la densification. © 1990 Thomas Telford Ltd 1990 Keywords chemical properties clays consolidation constitutive relations soil properties Feldkamp, J R. & Belhomme, G...

... précédemment et que par conséquent la liquéfaction fut le résultat de la rupture au cisaillement plutôt que sa cause. © 1990 Thomas Telford Ltd 1990 Keywords failure landslides liquefaction model tests pore pressures shear strength Eckersley, J. D. (1990G).Cotechnique 40, No. 3, 489-502...

...D. Muir Wood © 1990 Thomas Telford Ltd 1990 Keywords analysis field tests stiffness strains tri-axial tests Muir Wood, D. (1990). Ghotechnique 40, No. 3,509-512 TECHNICAL NOTE Strain-dependent moduli and pressuremeter tests D. MUIR WOOD* KEYWORDS: analysis; field tests; stiffness...