【摘要】 本文以有效应力强度理论和Henkel孔隙水压力公式为基础,建立了各种类三轴与平面应变试验条件下正常固结饱和粘 土的不排水强度公式及相互关系;初步估计了粘土强度随固结增长的计算公式。更多还原

【Abstract】 On the basis of effective stress strength theory and Henkel’s pore-water equation,formulae and relationship ofundrained strength of normally -consolidated saturated clay under various triaxial and plane strain tests are established. Preliminary discussion on the calculation of strength increase of sofi clay with consolidation is made.更多还原