...目前应用在竖向荷载下单桩沉降方面的理论分析方法主要有荷载传递法(Load Transfer Approach)、弹性理论法(Elastic Theory Method)、剪切变形传递法(Sheafing Deformation Transfer Approach)、有限元法(Finite Element Method)与边界元法(Boundary Element Met...
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Analytic results agree to analytic conclusions with the elastic theory method.
并与弹性理论法分析结论一致。
Based on the elastic theory method, a new nonlinear model for single pile settlement analysis is proposed.
以弹性理论为基础，提出一种单桩非线性沉降分析新模型。
In addition, some comparisons can be made between load transfer method and elastic theory method in this paper.
另外，本文还对荷载传递函数法和弹性理论法在壁板桩中的应用进行了初步对比。
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