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勘察数据变化条件下空间变异土坡稳定可靠度协同更新方法

田华明 李典庆

岩土工程学报2024,Vol.46Issue(8):1613-1621,9.
岩土工程学报2024,Vol.46Issue(8):1613-1621,9.DOI:10.11779/CJGE20221579

勘察数据变化条件下空间变异土坡稳定可靠度协同更新方法

Collaborative reliability updating of slopes with spatially varying soil properties considering different site investigation data

田华明 1李典庆1

作者信息

  • 1. 武汉大学水资源工程与调度全国重点实验室,湖北 武汉 430072||武汉大学水利水电学院工程风险与防灾研究所,湖北 武汉 430072
  • 折叠

摘要

Abstract

The Bayesian theory provides an effective tool to properly characterize the spatial variability of soil properties and quantify the effect of site investigation data(e.g.,undrained shear strength data)on reliability of slope stability.However,the site investigation data sequentially appears at different spatial locations of a slope,and the model to characterize the spatially varying soil properties(e.g.,random field model)usually involves a great number of uncertain parameters.These pose a great computational challenge for Bayesian updating of slope reliability considering spatially varying soil properties.A collaborative reliability updating approach for the slope stability with spatially varying soil properties considering different site investigation data is proposed.It first makes use of the Bayesian updating with structural reliability methods(BUS)to simulate random fields and perform slope stability analyses,and then employs the rejection sampling principle and collaborative analysis to characterize the spatially varying soil properties and update the reliability of slope stability considering different test data.As the site investigation data spatially appears within a slope,repeated simulations of conditional random fields and a significant number of slope stability analyses are avoided.Moreover,the combination of the BUS makes it possible for efficient slope reliability updating using the Bayesian analysis that involves high-dimensional model parameters.A single-layered soil slope with a non-stationary random field is employed to demonstrate the effectiveness and validity of the proposed approach.It is shown that the proposed approach provides an effective tool for dynamic characterization of spatial variability of soils and real-time reliability updating of slope stability under different site investigation data.

关键词

土坡/空间变异性/勘察数据/贝叶斯更新/协同式分析/稳定可靠度

Key words

soil slope/spatial variability/site investigation data/Bayesian updating/collaborative analysis/reliability assessment

分类

建筑与水利

引用本文复制引用

田华明,李典庆..勘察数据变化条件下空间变异土坡稳定可靠度协同更新方法[J].岩土工程学报,2024,46(8):1613-1621,9.

基金项目

国家自然科学基金重点项目(U2240211) (U2240211)

岩土工程学报

OA北大核心CSTPCD

1000-4548

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