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使用基于极限平衡和光滑粒子水力动力学的方法对均土壤斜坡进行可靠性分析
Xuesong Chu1, Jiahui Wen1, Liang Li1
1School of Civil Engineering, Qingdao University of Technology, Qingdao, P.R. China.
本研究介绍了一种高效的结合方法,使用极限平衡方法 (LEM) 和光滑粒子水力学 (SPH) 来预测滑坡滑动质量体积. 该方法考虑了土壤性质的不确定性,这对于准确地评估滑坡风险至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 计算力学 计算力学 计算力学
- 风险评估 风险评估
背景情况:
- 精确预测滑动质量体积对于评估滑坡风险至关重要.
- 传统的方法可能会低估风险,特别是不确定土壤特性.
- 需要有效的计算方法来进行实际的斜坡稳定性分析.
研究的目的:
- 开发一种高效的组合方法,用于预测同质斜坡的滑动质量体积.
- 整合极限平衡方法 (LEM) 和光滑粒子水力学 (SPH) 以提高精度.
- 评估土壤属性不确定性对山体滑坡风险的影响.
主要方法:
- 从LEM (最低安全系数) 和SPH等同故障表面,以找到值位移.
- 使用SPH来识别基于值位移的滑动质量体积.
- 开发一个回归模型从SPH模拟对均的土壤斜坡.
主要成果:
- 拟议的LEM-SPH方法提供了更准确的滑动质量体积的预测.
- 在LEM中使用最小安全系数可能会导致低估滑动质量体积和不保守的风险值.
- 土壤性质的不确定性增加显著影响了平均体积和山体滑坡风险.
结论:
- 结合LEM-SPH方法对于预测滑动质量体积,特别是在不确定性条件下是有效的.
- 这种方法对具有土壤性质显著变化的斜坡特别有价值.
- 准确的山体滑坡风险评估需要考虑土壤性质的不确定性.
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