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建立的修正液化指数公式可对可液化场地进行液化概率评价。The probabilistic evaluation of liquefaction to liquefiable sites is carried out by an equation established by the author.

研究结论可为液化场地浅埋结构物的抗震设计提供可靠的依据和参考。These results provide the foundation and references for the seismic design of shallow underground structures in the liquefiable soils.

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研究成果表明，干振碎石桩用于处理液化地基具有较大的优越性。The result shows that treatment of liquefiable foundation with the gravel piles has great advantage and the liquefaction potential reduced.

液化土地基的液化、侧向流动及路堤破坏所引起的路堤沉降是地震时铁路发生破坏的主要原因。The liquefaction, the lateral flow of the liquefiable ground, and the embankment settlement generated by embankment damage are the main reason for the damage railway.

应用非线性液固两相体动力有限元方法研究饱和可液化土中地下结构在水平地震作用下埋深的响应。The different seismic responses of underground structures in liquefiable soil at different burial depths were studied using the nonlinear coupled finite element method.

用碎石桩复合地基处理液化砂土是非常有效和适用的，在实际工程中已得到广泛的应用。The application of gravel pile composite foundation is extensive in practical engineering for reinforcing liquefiable sandy ground due to its effectiveness and adaptability.

地震液化导致的大变形常会使结构产生十分严重的破坏，因此对潜在液化的地基必须进行处理。Catastrophic damages to the ground structures can be caused by large ground deformation due to seismic liquefaction. Therefore liquefiable ground in earthquake must be improved.

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桩基是处理液化地基的常用方法，但在抗震设计方法上尚未统一。Pile foundation is an important measurement for improving liquefiable subsoils. Rainily the design methods in this field, published in seismic regulation and codes, are various.

运用作者提出的桩上相互作用动力非线性层元分析模型和建立的理论公式，对可液化地基的加固问题进行了分析研究。By using the nonlinear layer-element analysis model and its theory which is proposed by the authors of this paper, the reinforcement of liquefiable foundation is analyzed and studied.

本文运用随机动力有限元法，对可液化地基与堤坝在非平稳随机地震输入下进行了动力响应的可靠度分析。In this dissertation, the probabilistic seismic response of liquefiable foundations and earth dams was carried out via stochastic finite element method under nonstationary seismic loadings.

在高烈度地震区、软弱地基及液化场地土上建设大型煤场，合理的地基处理方案选择将直接影响处理效果和工程的顺利进展。Reasonable ground treatment scheme selection will direct affect treatment purpose and project schedule when constructing large coal yard on soft and liquefiable ground in a highly seismic area.

采用挤扩支盘桩-土-结构体系进行振动台模型试验，以了解在地震动激励下该体系的抗震性能以及支盘桩对结构体系的抗拉、抗压及抗扭曲的作用。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.

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以南京地铁的建设背景为基础，对含有可液化土层的深厚软弱场地上双洞单轨的地铁区间隧道结构进行了大型振动台模型试验研究。Based on the background of metro construction in Nanjing city, a large-scale shaking table test is accomplished to model the dynamic soil-tunnel interaction with liquefiable soils included in site.