实验和数值研究的切割强度在滑动区土壤通过合的透和切割试验
Qianyun Wang1, Huiming Tang2,3, Pengju An4
1Badong National Observation and Research Station of Geohazards, China University of Geosciences, Wuhan, 430074, China.
Scientific reports
|October 24, 2024
概括
浸显著降低了水库滑坡中的滑坡区土壤强度,导致应变软化. 内部摩擦角度对漏应力比凝聚力更敏感,影响着滑坡的稳定性.
科学领域:
- 地质技术工程 地质技术工程
- 地震工程的工程是地震工程.
- 环境工程 环境工程
背景情况:
- 水库的山体滑坡稳定性由滑坡区域的强度来决定.
- 实验和数值方法是分析滑动区强度的常用方法.
- 很少有模型整合了透和剪切合对土壤强度的影响.
研究的目的:
- 分析滑动区土壤在不同压力下的剪切强度,考虑漏效应.
- 研究透对土壤内部摩擦角度和凝聚力的影响.
- 了解漏,土壤结构和剪切强度之间的动态关系.
主要方法:
- 在滑动区土壤上进行了定向剪切测试.
- 粒子流代码 (PFC^2D) 模拟用于数值分析.
- 模拟了合的透切割条件,以评估强度变化.
主要成果:
- 土壤表现出没有漏的应变硬化,但随着漏而有应变软化.
- 透显著降低了整体剪切强度.
- 内部摩擦角度对漏应力的敏感性比凝聚力更高.
- 数字模拟显示了流速和土壤结构的动态变化.
结论:
- 漏是导致切割强度降低和应变软化的关键因素,在水库滑坡滑坡区域.
- 内部摩擦角度比凝聚力更容易受到漏引起的恶化.
- 漏恶化是一种动态过程,影响土壤结构,强度和透性,正如在黄图波山滑坡中观察到的.
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