The liquefaction behavior of marine silty soil is different from that of sandy soil under dynamic loading conditions. The samples of insitu marine silty soil in the Hangzhou Bay were analyzed with a special dynamic triaxial liquefaction test, which could possibly clarify post-liquefaction strength and deformation behavior. The results showed that the shear strain of silty soil could be divided into two parts:nonzero effective stress state and zero effective stress state, and the deformation law of marine silty soil was similar to that of sandy soil and also the shear strain when the nonzero effective stress state or zero effective stress state was subject to vibration frequency, cell pressure, and εmax. constitutive model on the post-liquefaction behavior of silty soil is proposed, which could express the post-liquefaction stress-strain response very well.