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GL2212- -
2007, Minh, N. A., PhD thesis, Imperial College London, 32 MB pdf

Abstract:

It is widely acknowledged that soils may exhibit anisotropic mechanical properties, resulting both from their initial anisotropic fabric and from applied stress changes. Recent improvements in numerical analysis have allowed the anisotropy in shear strength and stiffness to be addressed in certain constitutive models to improve the prediction of the ground?s response, and this development requires a comprehensive experimental database to be built. However, rigorous laboratory investigations into the anisotropic behaviour of many soil types, including stiff clays have been limited. This study investigated the mechanical anisotropy of natural London Clay, an Eocene deposit widely distributed in the London and Hampshire basins. The study was conducted by using a recently developed Hollow Cylinder Apparatus (HCA) (Jardine, 1996) and was part of a comprehensive London Clay characterization programme focused on the Terminal 5 project at Heathrow Airport. The programme was carried out by a team of researchers at Imperial College, deploying a range of equipment including large triaxial stress path cells equipped with local strain measurements and bender elements, and high pressure triaxial cells (Gasparre, 2005) and a resonant column HCA (Nishimura, 2006). The author carried out two HCA test series on samples obtained from the same depth (5.2 m BGL) at the T5 site. The first series investigated the clay?s anisotropic drained stiffness properties by conducting small uniaxial drained probing tests on samples that were re-consolidated to the estimated in situ stresses. It was shown that the clay deformation characteristics at very small strains could be reasonably linked to those of a cross-anisotropic elastic material. Uniaxial drained shear tests to failure were also carried out and the non-linear stress-strain responses from small to moderate strains were monitored with local strain measurements. The clay?s pre-failure yielding characteristics were interpreted by reference to a kinematic sub-yield framework (Jardine, 1992). The second series studied the stress-strain-strength and deformation characteristics of the clay from undrained multi-axial stress path tests involving controlled principal stress axis directions and intermediate principal stress ratios. Both factors were found to influence the clay?s shear strength significantly. These multi-axial shear tests were also incorporated with undrained HCA shear tests on samples from a lower elevation at the same site to construct a general view of shear strength anisotropy of the clay at depths up to 11 m below ground surface. This thesis summarises the author?s findings, as well as synthesizes the author?s work with the other advanced laboratory and in situ tests and lithological research (Hight et al., 2007).



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