在的岩石斜坡上使用结合的有限离散元素方法建模渐进性故障
Jian Xu1, Zhaopeng Deng2,3, Yelin Feng1
1Power China Kunming Survey, Design and Research Institute Co., Ltd, Kunming, 650051, China.
这项研究引入了一种集成的有限离散元素方法 (FDEM-GIM),以准确模拟岩斜坡的渐进性故障. 这种新方法增强了对复杂地质环境的安全评估.
科学领域:
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
- 计算地质学的计算地质学
背景情况:
- 的岩石斜坡面临由于复杂的地质和环境因素的故障风险.
- 像LEM,FEM和DEM这样的传统方法难以从连续状态到不连续状态的逐渐失效模型.
研究的目的:
- 提出一个集成的有限离散元素方法与重力增强方法 (FDEM-GIM) 结合.
- 为了自动识别关键的故障表面,并模拟岩斜坡的全部渐进式故障过程.
主要方法:
- 该研究采用了综合有限离散元素方法与重力增强方法 (FDEM-GIM) 结合.
- 为了在兰河上游地区进行案例研究,进行了模拟.
主要成果:
- FDEM-GIM成功模拟了渐进式故障,包括裂,裂传播和变形.
- 该方法确定了关键故障表面,并计算了安全系数 (FoS).
- 与传统方法不同,FDEM-GIM捕捉了损伤和运动的空间和时间演变.
结论:
- 在复杂的地质环境中,FDEM-GIM框架对岩斜坡的长期稳定性评估是有效的.
- 这种方法支持加强设计和安全管理的脆弱的斜坡.
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