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GL0191- -
2003, R. Rolo, PhD thesis, Imperial College London

Abstract:

Many geotechnical structures are nowadays being constructed under challenging and problematic conditions, due to the demands of modern society and geographical constraints. The construction activities related to these structures invariably lead to principal stress axis rotation taking place in the field. It is therefore essential that the mechanical response of the soil under such complex stress regimes is well understood, so that the engineer can devise appropriate designs and solutions to soil-structure interaction problems. The Hollow Cylinder Apparatus has been used at Imperial College to investigate the anisotropic behaviour of sand and silt materials subjected to a variety of stress paths that include rotation of the major principal stress axis and different magnitudes of the intermediate principal stress, such as those experienced in the field. However, no such behaviour had yet been studied on loose clayey sands that experience a brittle and anisotropic response. The behaviour of a reconstituted sand and (15%) clay mixture (HK15) that presents these soil features has been investigated in this research. The response to drained and undrained shearing after Ko-consolidation and overconsolidation (OCR=1 and OCR=1.3) was investigated in a triaxial cell so as to gain an understanding of the anisotropic stress-strain and strength characteristics of this material that result from loading in different directions and signs of loading. The shear stiffness properties in the axial and horizontal directions were also studied by means of newly developed miniature bender elements. Similar tests were run on a natural soft clay (Bothkennar clay). A HCA was used to investigate the complex anisotropic response of the HK15 material. The stress-strain and strength anisotropy of the Ko-consolidated soil mixture was investigated for a range of fixed values of alpha and b. The results were compared to those of previous studies. The effect of sample geometry and boundary conditions on the non-uniformities of strains and stresses across the wall of the hollow cylinder specimen were also studied in detail by means of finite element analyses. The practical implications were assessed by interpreting the results as normally done with the experimental tests. Important levels of non-uniformities were obtained, which in turn could lead to potential errors in the interpreted shear strength parameters of the soil. The theoretical observations on strain non-uniformities agreed reasonably well with those from the experimental results.



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