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.
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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