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Stresses and Displacements in Soil Mass as Elastic Body
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angle assumed assumption axial bearing capacity boundary loadings characteristic circle clay layer CN CN CN O CN components compression considerations considered const coordinate corresponding cos2 criterion curve demonstrated depth determine developed deviatoric direction cosines distribution dx dz expression factor of safety failure Figure force function Goursat problem Hence horizontal limiting equilibrium matrix Mohr-Coulomb Mohr's Mohr's circle normal stress normally consolidated obtained OO OO OO parameters passive percent consolidation plane strain plane stress plot Poisson's ratio pore-water pressure principal stresses problem procedure reduced region relationship represents retaining wall rigid base rupture surface sand shear strength shear stress shown in Fig slip lines slope soil body soil mass soil mechanics Sokolovsky solution Table Terzaghi theory triangle triaxial test unit weight values vector vertical displacement vertical stress void ratio weightless xz plane yield surface