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Bayesian approach for probabilistic site characterization assimilating borehole experiments and Cone Penetration Tests

机译:贝叶斯概念方法概率遗址表征同化钻孔实验和锥形渗透试验

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This study investigates a Bayesian approach for assimilating data from borehole experiments and Cone Penetration Tests (CPTs) for site characterization (e.g., soil compression modulus). The spatial variability of compression modulus is depicted by random field theory. A Bayesian inverse modeling method is established by combining prior information, in the form of empirical knowledge, with observations, in the form of borehole experiments and in-situ CPT profiles to calculate posterior estimates of compression modulus at unsampled locations. The approach classifies all relevant data as either direct or indirect, and uses geostatistical tools in a Bayesian algorithm to estimate the posteriors. The local uncertainty of indirect data is analyzed using maximum entropy theory and the Bayesian algorithm simulates the posterior prediction of unsampled locations given direct data, plus integrating out the local uncertainties on joint Probability Density Function (PDF) of indirect data. To validate its effectiveness, Bayesian inverse modeling method is applied to a shallow load bearing soil layer located at the National Convention and Exhibition Center in Shanghai. Spatial estimates are refined in comparison to those from Kriging method. It is concluded that the above approach appears promising as a framework for site characterization given multiple types of observation. (C) 2016 Elsevier B.V. All rights reserved.
机译:本研究研究了贝叶斯方法,用于吸收来自钻孔实验和锥形渗透试验(CPTS)的数据,用于现场表征(例如,土壤压缩模量)。压缩模量的空间变异是由随机场理论描绘的。通过以经验知识的形式与观察结果相结合,以钻孔实验的形式和原位CPT谱组合来建立贝叶斯逆建模方法,以计算未跳法位置处的压缩模量的后验估计。该方法将所有相关数据分类为直接或间接,并在贝叶斯算法中使用地统计工具来估算后部。使用最大熵理论分析间接数据的局部不确定性,贝叶斯算法模拟了直接数据的未跳法位置的后预测,以及集成在间接数据的联合概率密度函数(PDF)上的局部不确定性。为了验证其有效性,贝叶斯逆建模方法适用于位于上海国家会议和展览中心的浅负荷轴承土层。与来自Kriging方法的那些相比,空间估计得到了精制。得出结论,上述方法似乎作为多种类型观察的现场表征框架。 (c)2016年Elsevier B.v.保留所有权利。

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