This study describes the use of finite element analysis to study the seismic response of a typical karst site compared with that of other sites.The results showed that compared with other non-karst sites,karst field soil has a stronger amplification effect on the seismic wave,and the ground motion frequency is higher.When there are holes in the karst site,the seismic peak ground acceleration is larger than that of a non-holed karst foundation.These results provide a reference for the ground motion parameters determined at a karst site.
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何声,杨仕升,蒙雷.岩溶场地地表地震动特性研究[J].地震工程学报,2015,37(2):534-540. HE Sheng, YANG Shi-sheng, MENG Lei. Ground Motion Characteristics of Karst Sites[J]. China Earthquake Engineering Journal,2015,37(2):534-540.