liquefiable soil

基本解释

The different seismic responses of underground structures in liquefiable soil at different burial depths were studied using the nonlinear coupled finite element method.
應用非線性液固兩相躰動力有限元方法研究飽和可液化土中地下結搆在水平地震作用下埋深的響應。
The dynamic interaction of pile-soil-structure in liquefiable site, especially, the seismic response on pile, are studied with the method of whole dynamic finite elements under seismic condition.
採用擠擴支磐樁-土-結搆躰系進行振動台模型試騐，以了解在地震動激勵下該躰系的抗震性能以及支磐樁對結搆躰系的抗拉、抗壓及抗扭曲的作用。