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.
應用非線性液固兩相體動力有限元方法研究飽和可液化土中地下結構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.
采用擠擴支盤樁-土-結構體系進行振動臺模型試驗，以了解在地震動激勵下該體系的抗震性能以及支盤樁對結構體系的抗拉、抗壓及抗扭曲的作用。