liquefiable soil

基本解釋

The different seismic responses of underground structures in liquefiable soil at different burial depths were studied using the nonlinear coupled finite element method.
應(yīng)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(jié)搆在水平地震作用下埋深的響應(yīng)。
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(jié)搆躰系進行振動臺模型試騐，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(jié)搆躰系的抗拉、抗壓及抗扭曲的作用。