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针对平庄西露天煤矿非工作帮３４００－３６００剖面间中部５００站边坡潜在滑落区具体工程地质条件，采用平面有限元法对组合式钢轨抗滑桩及其围岩进行了应力和位移分析，客观地反映了组合式钢轨抗滑桩所受围岩应力的分布状态和规律，为桩体结构设计和强度校核、稳定性校核、单桩抗滑力的确定提供了充分的理论依据。提出了组合式钢轨抗滑桩设计计算的一种新方法
In view of the specific engineering geological conditions in the potential slip zone of 500 stations in the central section of 3400-3600 in Pingzhuang western open-pit coal mine, the stress and displacement of the composite anti-slide pile and its surrounding rock are analyzed by using the plane finite element method , Which objectively reflects the distribution and regularity of the surrounding rock stress of the composite rail anti-slide piles, and provides a sufficient theoretical basis for the structural design and strength checking of the pile structure, the stability check and the determination of the anti-sliding force of the single pile . A new method of design and calculation of combined anti-slide piles is proposed