在高地压力软周围岩石道中产生支分析的近似方法
Zhiming Xu1, Biao Dong1, Yashuang Bai1
1Institute of Civil Engineering, Southwest Forestry University, Kunming, China.
PloS one
|March 13, 2024
概括
这项研究引入了新的近似方法来分析软岩石,并在道中产生支相互作用. 两截法被证明是最稳定和准确的,用于计算移位和支力.
科学领域:
- 地质技术工程 地质技术工程
- 道工程工程 道工程
- 岩石机械学 岩石机械学
背景情况:
- 在高压道中分析软岩石和产生的支相互作用,在满足移位协调和静态平衡方面提出了挑战.
- 现有的机械分析方法与岩石变形和支系统行为之间的复杂相互作用作斗争.
研究的目的:
- 开发和验证新的近似方法来计算道中的岩石支相互作用.
- 为了解决在岩石支接口同时实现位移协调和静态平衡的困难.
主要方法:
- 岩石和刚性支的机械分析,包括屈服元素的辐射移位效应.
- 开发基于位移协调和静态平衡的位移近似和支力近似方法.
- 数字模拟和实验室测试结果的曲线拟合,用于产生元素.
- 通过对两个循环道示例进行计算验证,比较三切,两切和替换方法.
主要成果:
- 拟议的近似算法在计算相对位移和支力方面表现出高精度和可靠性.
- 与三切和替代方法相比,二切方法表现出优越的稳定性和融合性.
- 产生元素的实验室测试数据可以有效地被用作直接计算数据.
结论:
- 开发的近似方法为分析道中的岩石支相互作用提供了可靠的方法.
- 建议采用两截式方法,因为其增强了稳定性和收性.
- 需要进一步的研究来解决各种地质条件对算法的有效性的影响.
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