Experimental investigation on cyclic deformation behavior of soft marine clay involved principal stress rotation |
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Authors: | Yuke Wang Yue Qiu Di Wang |
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Affiliation: | 1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, P.R. China;2. Jiangsu Research Center for Geotechnical Engineering Technology, Hohai University, Nanjing, P.R. China |
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Abstract: | To investigate cyclic deformation behavior of natural soft marine clay-involved principal stress rotation, a series of undrained tests were conducted by using GDS hollow cylinder apparatus. The principal stress rotates 5000 cycles while the deviator stress was kept at a constant level. The tests results show that the deformation behavior of the tested samples are significantly dependent on cyclic stress ratio (CSR). Furthermore, different type of generation of axial strains occur under different CSRs. With the same CSR, the type of axial strain is different between that considering and ignoring principal stress rotation. When CSR is larger than CSR = 0.42 under principal stress rotation, the axial strain grows rapidly after a few cycles. Compared with the results conducted by cyclic triaxial results, the effect of principal stress rotation on the axial strain is significant. |
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Keywords: | Cyclic stress ratio deformation natural soft marine clay principal stress rotation |
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