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Efficient Estimation of Spatial Varied Soil Properties Based on Field Pore Water Pressure Responses in a Slope

机译:基于边坡孔隙水压力响应的空间变异土壤特性的有效估算

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Infiltration of rainfall can lead to possible slope failures. The hydraulic properties exhibit inherent spatial variability and hence it can impact the rainfall infiltration in reality. However, the spatial variability is difficult to be characterized when data are limited. An efficient method for characterizing the spatial variability of saturated hydraulic conductivity based on monitored pore water pressure responses of a soil slope is proposed. A hypothetical random heterogeneous slope subject to steady-state rainfall event is modeled using the Karhunen-Loeve expansion method and is estimated with Markov Chain Monte Carlo method. To reduce the computation load of probabilistic back analysis, the polynomial chaos expansion model is used as a surrogate model to approximate the finite element model. Results show that the inverse procedure has a good performance and the estimated field has high precision. The uncertainty of the estimated k_s distribution is significantly reduced and the estimated field can represent the true field mostly.
机译:降雨的渗透会导致可能的边坡破坏。水力特性表现出固有的空间变化性,因此实际上可能会影响降雨的渗透。但是,当数据有限时,很难表征空间变异性。提出了一种基于监测的土质边坡孔隙水压力响应来表征饱和导水率空间变异性的有效方法。使用Karhunen-Loeve展开法对假设为稳态降雨事件的随机异质边坡进行建模,并使用马尔可夫链蒙特卡洛方法进行估算。为了减少概率反分析的计算量,将多项式混沌展开模型作为替代模型来近似有限元模型。结果表明,该逆过程具有良好的性能,估计的场具有较高的精度。估计的k_s分布的不确定性显着降低,并且估计的场可以大部分代表真实场。

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