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对于某些建筑高陡填方边坡,其土压力巨大,在有限空间范围内无法采用普通悬臂抗滑桩支挡,这时就需要选用新的抗滑支挡结构。本论文通过介绍一种新型支挡结构——桁架式抗滑桩,利用SAP2000软件对其进行结构计算并在相同参数条件下利用SAP2000对普通悬臂桩、h型抗滑桩的结构计算结果进行比较分析,从而突出桁架式抗滑桩的优越性。
For some high-steep filling slope, the earth pressure is huge, and the common cantilever anti-slide pile support can not be used in the limited space. At this moment, the new anti-slip support structure should be selected. In this paper, by introducing a new type of support structure-truss-type anti-slide piles, using SAP2000 software to calculate the structure and using SAP2000 under the same parameters to compare the structural calculation results of ordinary cantilever piles and h-type anti-slide piles Analysis, thus highlighting the superiority of trussed anti-slide piles.