.... 2. Soil profile and geotechnical parameters 02 12 2016 06 11 2018 © 2018 Thomas Telford Ltd 2018 bearing capacity centrifuge modelling earthfill failure finite-element modelling shear strength On 27 June 2009, a newly constructed 13-storey residential...

..., University of London, UK. ‡ MWH, High Wycombe, UK. 8 5 2012 5 9 2012 © 2013 Thomas Telford Ltd 2013 case history dams earthfill failure finite-element modelling slopes Abberton Reservoir is situated on the Layer Brook, a tributary of the Roman River, 6 km south...

... si la résistance au cisaillement non drainé varie d'une section à l'autre. dams deformation earthfill numerical modelling shear strength slopes The design of embankments of and on stiff plastic clays that are of sufficiently low permeability to remain undrained during construction...

... following the procedure. Careful determination reveals good reproducibility even without personal errors. The authors wish to thank Dr Erden Karaboga for his useful discussion. They thank Ms Sujatha for her help in preparation of the manuscript. clays compaction earthfill embankments ground...

... matériaux différents, qu'on emploie un modèle de durcissement élasto-plastique isotrope ou anisotrope pour le durcissement. Le passage d'une compaction statique à une compaction dynamique n'a aucun effet significatif sur le comportement ultérieur. compaction earthfill fabric/structure of soils...

... passage d'une compaction statique à une compaction dynamique n'a aucun effet significatif sur le comportement ultérieur compaction earthfill fabric/structure of soils laboratory tests partial saturation suction The stress–strain–strength behaviour of unsaturated soils cannot be explained...

.... Tout d abord, on d&it brihement la methode de prediction de la rupture des structures en terre, puis on pr&sente quelques applications. INTRODUCTION The construction of an embankment or earthfill on soft ground for a housing site must satisfy the demands of the design. It is particularly important...

... earing capacity compaction earthfill full-scale tests laboratory tests reinforced soils ...

...K. S. Watts; J. A. Charles © 1988 Thomas Telford Ltd 1988 clays dams earthfill earth pressure field instrumentation footings foundations Watts, K. S. &Charles, J. A. (1988). G&technique 38, No. 4, 619-626 TECHNICAL NOTE In situ measurement of vertical and horizontal stress from...

... valable. © 1988 Thomas Telford Ltd 1988 case history clays compressibility consolidation earthfill Kabbaj, M., Tavenas, F. & Leroueil, S. (1988). Ghotechnique 38, No. 1,83-100 In situ and laboratory stress-strain relationships M. KABBAJ,* F. TAVENASt and S. LEROUEILt The question of whether...

... de la dissipation de la pression interstitielle produisait un effet de renforcement qui Ctait tres superieur a la resistance intrinseque des colonnes elles-memes. KEYWORDS: centrifuge modelling; earthfill; reinforced soil; stability. construction; INTRODUCTION If stability requirements prevent...