对深度切割山谷的现场应力逆转的研究,考虑到河流演变过程
Xianliang Wang1, Changgui Zhao2, Fenyuan Cheng1
1Sichuan Provincial Engineering Research Center of Rail Transit Lines Smart Operation and Maintenance, Chengdu Vocational & Technical College of Industry, Chengdu, 610218, China.
Scientific reports
|May 19, 2025
概括
一种新方法通过结合河流侵蚀期间的构造运动,准确地模拟深谷中的现场应力场. 这种方法改善了地下洞穴和水电项目稳定性分析.
科学领域:
- 地质技术工程 地质技术工程
- 地质物理学 地质物理学
- 构造学 构造学 构造学 构造学
背景情况:
- 现场应力场分析对于深层V形山谷地下洞穴的稳定性至关重要.
- 现有的方法往往忽略了河流侵蚀期间构造运动的影响,导致不准确.
- 构造运动,重力和河流侵蚀是塑造现代压力场的关键因素.
研究的目的:
- 为现场应力场开发一种优化的反转方法,该方法可以解释河流侵蚀 (ORE) 在不同时期的构造运动.
- 为了提高压力场逆转在地质复杂的地区,如深河谷的精度.
- 为评估大型地下工程项目的稳定性提供可靠的方法.
主要方法:
- 提出了一种优化的反转方法,整合了多步挖掘和遗传算法 (GA).
- 集成的单元挤出,剪切运动和重力在山谷演化的不同阶段,以模拟构造的影响.
- 应用了该方法在Shuangjiangkou水电站对地面应力逆转.
主要成果:
- 在反向结果和现场测量数据之间,实现的相对误差小于30%.
- 最优化的方法准确地模拟了斜坡卸载和河床应力度现象.
- 与多重回归和标准多步挖掘方法相比,相对有利.
结论:
- 拟议的ORE方法提供了更准确的模拟地质压力场受到构造活动和侵蚀的影响.
- 这些发现适用于在类似的地质环境下设计和建造工程.
- 确定了潜在的高压诱导的地质危险,如Shuangjiangkou现场的岩石爆裂和大变形.
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