A Gens, DM Potts - Engineering Computations, 1988 - emerald.com
Elasto‐plastic models based on critical state formulations have been successful in describing many of the most important features of the mechanical behaviour of soils. This …
The compressibility and strength characteristics of reconstituted clays are used as a basic frame of reference for interpreting the corresponding characteristics of natural sedimentary …
This paper provides the background to the 50th Rankine Lecture. It considers the growth in emphasis of the prediction of ground displacements during design in the past two decades …
A Niemunis, I Herle - Mechanics of Cohesive‐frictional …, 1997 - Wiley Online Library
In order to eliminate ratcheting a so‐called intergranular strain has been added to a hypoplastic constitutive model. This additional state variable represents the deformation of …
Recent field and laboratory studies have shown that, even at very small strains, many soils exhibit non-linear stress–strain behaviour. Nevertheless, because of its convenience, linear …
Geotechnical Engineering of Dams provides a comprehensive text on the geotechnical and geological aspects of the investigations for and the design and construction of new dams. In …
Soil stress-strain behaviour is highly non-linear and this has an important influence on the selection of design parameters for simple routine geotechnical calculations. Non-linear …
G Viggiani, JH Atkinson - Géotechnique, 1995 - icevirtuallibrary.com
The stiffness of soil at very small strain G o is a useful parameter for characterizing the non- linear stress–strain behaviour of soil for monotonic loading and it is required for analyses of …
S Goto, F Tatsuoka, S Shibuya, Y Kim, T Sato - Soils and foundations, 1991 - jstage.jst.go.jp
抄録 A simple device named" local deformation transducer (LDT)" was developed to investigate stiffness of soils that can be measured in the laboratory for strain levels ranging …