For large scale foundations, dynamic parameters determined via in situ model testing are likely to differ from actual dynamic parameters of subsoil.
对于大型基础，采用现场模型试验测得的参数可能与实际地基动力参数存在较大偏差。
The model is verified by simulating the seismic response of saturated clay subsoil.
通过对饱和软黏土地基的地震响应的模拟来检验模型的有效性。
The application model for the optimization method of level-by-level analysis is put forward for the subsoil consolidation plans of large petroleum tanks.
提出了层次分析优化方法在大型石油储罐地基加固方案优化模型。
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