可液化土层对地下结构地震影响的振动台试验

刘春晓,陶连金,边金,张宇,冯锦华,代希彤,王兆卿

Shaking table test of seismic effect of liquefiable soil layer on underground structure

Chun-xiao LIU,Lian-jin TAO,Jin BIAN,Yu ZHANG,Jin-hua FENG,Xi-tong DAI,Zhao-qing WANG

图 13 结构底部0.265 m埋深位置土体超孔压比最大值水平向变化

Fig.13 Horizontal variation of maximum excess pore pressure ratio of soil at 0.265 m buried depth at bottom of structure