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Mechanical properties of clay under high stress are quite different from those under low stress. It is necessary to investigate unloading properties of clay under high stress for the design and construction of deep underground engineering projects. A series of experiments were conducted to investigate the unloading properties of clay under high confining pressures by using a SKA-1 high pressure consolidation instrument designed by us. The stress versus strain relationship and the way that K0 values of clay change during the loading-unloading process were discovered. The results show that there are clear differences in the state of stress and deformation behavior of the clay along different unloading paths.
Mechanical properties of clay under high stress are quite different from those under low stress. It is necessary to investigate unloading properties of clay under high stress for the design and construction of deep underground engineering projects. A series of experiments were conducted to investigate the unloading properties of clay under high confining pressures by using a SKA-1 high pressure consolidation instrument designed by us. The stress versus strain relationship and the way that K0 values of clay change during the loading-unloading process were discovered. The results show that there are clear differences in the state of stress and deformation behavior of the clay along different unloading paths.