Laboratory investigation on shear properties of silt under low confining pressure
Wei Zhang, Lin Lin, Feng Xiu-li, Dong Pan
Abstract
Wei Zhang, Lin Lin, Feng Xiu-li, Dong Pan
Abstract
The shear properties of silt in Chengdao~(')s sea area under different confining pressures were studied through triaxial compression test.The test results demonstrate that the trend of the stress-strain curves of silt under low and high stress levels are simillar,but the shear strength parameters are different under different confining pressures.
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The shear properties of silt in Chengdao~(')s sea area under different confining pressures were studied through triaxial compression test.The test results demonstrate that the trend of the stress-strain curves of silt under low and high stress levels are simillar,but the shear strength parameters are different under different confining pressures.
Key concepts: Overburden pressure, Silt, Geotechnical engineering, Geology, Triaxial shear test, Shear (geology), Shear stress, Shear strength (soil)