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 16 结构底部右半区域场地超孔压比峰值场 |
Fig.16 Peak field of excess pore pressure ratio in right half of bottom of structure |
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