A series of dynamic triaxial tests of soil samples from intertidal zone were performed under strain-controlled and stress-controlled conditions respectively.The relationships among stress,strain and pore pressure of soil samples under cyclic lifting loads were obtained,and the dynamic properties and liquefaction potential of the foundation soil were analyzed.Finally,some suggestions about construction methods in site were proposed.
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王淑云,张旭辉,鲁晓兵.潮间带土在吊装荷载下的动力性质[J].地震工程学报,2014,36(1):580-584. WANG Shu-yun, ZHANG Xu-hui, LU Xiao-bing. Dynamic Properties of Soil in Intertidal Zone under Cyclic Lifting Loads[J]. China Earthquake Engineering Journal,2014,36(1):580-584.