Natural slopes and cuts: movement and failure mechanisms
S Leroueil - Géotechnique, 2001 - icevirtuallibrary.com
Movements and failure of cuts and natural slopes constitute an important geotechnical
problem that involves a variety of geomaterials in a variety of geological and climatic …
problem that involves a variety of geomaterials in a variety of geological and climatic …
Stiffness of fine-grained soil at very small strains
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 …
linear stress–strain behaviour of soil for monotonic loading and it is required for analyses of …
[图书][B] The mechanics of soils and foundations
J Atkinson - 2017 - taylorfrancis.com
Ideal for undergraduates of geotechnical engineering for civil engineers, this established
textbook sets out the basic theories of soil mechanics in a clear and straightforward way; …
textbook sets out the basic theories of soil mechanics in a clear and straightforward way; …
[PDF][PDF] Stress-strain-strength-flow parameters from enhanced in-situ tests
PW Mayne - Proc. Int. Conf. on In Situ Measurement of Soil …, 2001 - geoplanning.it
Seismic piezocone penetration tests (SCPTu) with dissipation phases are particularly useful
for geotechnical site characterization as they provide four independent readings with depth …
for geotechnical site characterization as they provide four independent readings with depth …
A constitutive model for structured soils
M Kavvadas, A Amorosi - Géotechnique, 2000 - icevirtuallibrary.com
The paper proposes a constitutive model for structured soils (MSS) which describes the
engineering effects of structure development and degradation, such as: high intact stiffness …
engineering effects of structure development and degradation, such as: high intact stiffness …
The yielding of Bothkennar clay
PR Smith, RJ Jardine, DW Hight - Géotechnique, 1992 - icevirtuallibrary.com
The Paper describes the yielding characteristics of Bothkennar clay, as shown by stress-
path triaxial tests. Computer-controlled equipment and high resolution instrumentation were …
path triaxial tests. Computer-controlled equipment and high resolution instrumentation were …
Some observations on the kinematic nature of soil stiffness
RJ Jardine - Soils and foundations, 1992 - Elsevier
The Paper attempts to describe soil stress-strain behaviour by defining, in normalised stress-
space, an outer Bounding Surface and three characteristic Zones which sub-divide the …
space, an outer Bounding Surface and three characteristic Zones which sub-divide the …
The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction
TI Addenbrooke, DM Potts, AM Puzrin - Géotechnique, 1997 - icevirtuallibrary.com
The use of the finite-element method to analyse tunnels is becoming more widespread, but
any prediction is dependent (among other things) on the model adopted for the pre-failure …
any prediction is dependent (among other things) on the model adopted for the pre-failure …
Finite element analysis of tunnel–soil–pile interaction using displacement controlled model
Significant additional loads could be induced in pile foundations adjacent to new tunnels.
Accurate prediction of magnitude and shape of the ground displacements, which define …
Accurate prediction of magnitude and shape of the ground displacements, which define …
The stiffness of natural London Clay
A Gasparre, S Nishimura, MR COOP… - … Clays: Genesis and …, 2011 - icevirtuallibrary.com
An investigation of natural London Clay is reported involving advanced triaxial, hollow
cylinder apparatus (HCA) and dynamic testing techniques. Significant anisotropy was …
cylinder apparatus (HCA) and dynamic testing techniques. Significant anisotropy was …