Anisotropy and stress reorientation in clay
James Moyer Duncan, Harry Bolton Seed, University of California, Berkeley. Soil Mechanics and Bituminous Materials Research Laboratory
University of California, Institute of Transportation and Traffic Engineering, Soil Mechanics and Bituminous Materials Research Laboratory - Crafts & Hobbies - 30 pages
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amount of reorientation analysis angle anisotropy with respect ASCE Atterberg Limits axis change in deviator change in pore change in stress circle of final circles of stress cohesion consolidation pressure deviator of change deviator stress difference failure envelope failure plane final orientation final stresses Foundations Division Hansen and Gibson horizontal plane horizontal samples Hvorslev inclined samples initial stresses isotropic kg per sq London clay magnitude major principal change major principal plane major principal stress Mechanics and Foundations Mohr's circle normal stress normally consolidated clay OVERCONSOLIDATED KAOLINITE parameters in terms plane at failure pore pressure parameter pore-water pressure principal stress acted principal stress directions reorientation of principal respect to undrained rotate shear strength parameters shear stress shown in Fig Soil Mechanics sq cm Strength of Materials strength ratio strength with orientation stress circle stress shown stresses are reoriented terms of effective total stresses triaxial tests undrained strength vertical samples