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Reliability analysis of anti-sliding pile in treatment landslide

机译:滑坡处理中抗滑桩的可靠度分析

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摘要

Based on the indefinite method of probabilistic and statistical theory, Mathematical simulation of landslide treatment using anti-sliding pile is conducted in this paper. Through establishing the corresponding limit state equations, the reliability of anti-sliding pile is simulated using Monte Carlo Method, which is not sensitive to dimension. Through verifying of an engineering case, the authors' work made contribution not only to the transition of designing method of anti-slid pile from definition to reliability, but also to the checking of practical engineering.
机译:基于概率统计理论的不确定性方法,进行了抗滑桩处理滑坡的数学模拟。通过建立相应的极限状态方程,采用蒙特卡罗方法模拟了抗滑桩的可靠性,该方法对尺寸不敏感。通过对工程案例的验证,作者的工作不仅为抗滑桩设计方法从定义到可靠的转变做出了贡献,而且为实际工程的检验工作做出了贡献。

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