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对软岩和有不连续面的软岩试样进行一系列的固结不排水三轴压缩和蠕变试验，测定并分析了它们在正常团结和超固结状态下的应变软化性状、蠕变特性和残余强度的变化规律。探讨了软岩中存在的不连续面对应力一应变关系、残余强度特性和蠕变应变速率的影响。
A series of consolidated undrained triaxial compression and creep tests were performed on soft rock and soft rock samples with discontinuities, and their strain-softening traits and creep under normal solidification and over-consolidation were determined and analyzed. Characteristics and residual strength changes. The influences of discontinuous faced stress-strain relationship, residual strength characteristics and creep strain rate in soft rock are discussed.