Pan Hua1,Chen Guoxing1,2,Liu Hanlong2 and Wang Binghui1 1. Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China 2. Geotechnical Research Institute,Hohai University,Nanjing 210098,China
Abstract:
Laboratory tests on the large post-liquefaction deformation of saturated Nanjing fine sand were performed by using a hollow cylinder apparatus. The stress-strain responses and the characteristics of excess pore water pressure after liquefaction were studied. It was found that the relationship between deviatoric stress and axial strain presented a sigmoid curve, and there was a good linearity relationship between normalized pore water pressure and deviatoric stress. On this basis, a constitutive model of str...