By adopting limiting equilibrium theory and transport coefficient method, landslide pushing force and residual anti-slide force before pile are calculated.
利用极限平衡理论，采用传递系数法，计算膨胀土滑坡推力和桩前剩余抗滑力。
The theoretical research approaches involve arched girder load split process, rigid-body limiting equilibrium process, plasmodium process, reliability theory, etc.
理论研究方法有拱梁分载法、刚体极限平衡法、变形体法、可靠度理论等。
This method overcome the problems of many supposition conditions in theory and difficulty in searching critical slip surface in 3D limiting equilibrium analysis;
该方法克服了三维极限平衡分析方法在理论上引入较多假设条件，且搜索临界滑裂面困难的问题；
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