龙口电厂建于山东省可液化的软土层地基上。

Longkou power plant, Shandong province is located in an area of soft sandy clay layer liable to liquification.

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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.

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试验结果显示，在研究区域内的可液化土层在7度地震烈度下有发生液化的可能性。

The in-situ test results show that under seismic loading with magnitude 7, some in-situ soil layers could be liquefied.

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