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(xiàn)性液固兩相體動(dòng)力有限元方法研究飽和可液化土中地下結(jié)構(gòu)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.
采用擠擴(kuò)支盤(pán)樁-土-結(jié)構(gòu)體系進(jìn)行振動(dòng)臺(tái)模型試驗(yàn)，以了解在地震動(dòng)激勵(lì)下該體系的抗震性能以及支盤(pán)樁對(duì)結(jié)構(gòu)體系的抗拉、抗壓及抗扭曲的作用。