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Probabilistic Back Analysis Based on Polynomial Chaos Expansion for Rainfall-Induced Soil Slope Failure

机译:基于多项式混沌展开的概率反演用于降雨诱发土壤边坡破坏

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In probabilistic back analysis for rainfall-induced slope failure, the computational load is usually demanding due to time-consuming numerical deterministic model. In this paper, a polynomial chaos expansion (PCE)-based MCMC simulation is proposed to accelerate the probabilistic back analysis. A surrogate model based on PCE is used to substitute the coupled hydro-mechanical model of an unsaturated soil slope under rainfall infiltration. The coefficients in the PCE surrogate model are estimated using the spectral projection method with the Gauss-Hermite (GH) sparse grid. The posterior inferences of soil parameters are obtained using the Markov Chain Monte Carlo (MCMC) simulation. The results of an example show that the proposed method is computationally faster and more efficient than the traditional approach in exploring the posterior parameter distributions.
机译:在对降雨引起的边坡破坏进行概率反分析中,由于费时的数值确定性模型,计算负荷通常是很高的。本文提出了一种基于多项式混沌扩展(PCE)的MCMC仿真方法,以加快概率反分析的速度。利用基于PCE的替代模型代替降雨入渗条件下非饱和土质边坡的水力耦合模型。 PCE替代模型中的系数是使用具有高斯-赫尔米特(GH)稀疏网格的光谱投影方法估算的。使用马尔可夫链蒙特卡洛(MCMC)模拟获得土壤参数的后验推论。算例结果表明,所提出的方法在探索后验参数分布方面比传统方法具有更快的计算速度和更高的效率。

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