初始支结构系统的减压接头用于道中使用,道周围的岩石具有高压力
1Institute of Civil Engineering, Southwest Forestry University, Kunming, China.
PloS one
|April 4, 2024
概括
一个新的减压关节有效地管理在高压力下弱岩石中的道变形. 这种创新的联合控制环绕岩石压力,防止对支结构的损坏,并确保道的安全.
科学领域:
- 地质技术工程 地质技术工程
- 道工程 道工程是指道工程.
- 岩石机械学 岩石机械学
背景情况:
- 在高地面应力下的弱周围岩石中的道容易发生大变形.
- 这些变形可能会损坏最初的支结构,损害道的完整性.
- 现有的支系统可能无法充分应对显著的地面压力所带来的挑战.
研究的目的:
- 为道提出和评估一种新的环形减压接头.
- 分析这种新接头在高压力条件下的机械特性和性能.
- 为了验证压力减轻关节在现实道场景中的实际适用性.
主要方法:
- 进行了数值模拟和实验室实验,以确定减压关节的关键参数.
- 对刚性关节和新型减压关节之间的机械特性进行比较分析.
- 现场测试包括监测周围岩石压力,钢架力和支结构的融合.
主要成果:
- 减压关节在弹性阶段表现出与刚性关节相似的刚性,但在塑性阶段控制变形并释放压力.
- 在岩石质量差的地区,关节显著减少了周围岩石和钢结构的应力,并减缓了水平变形.
- 关节的最终垂直 (61mm) 和水平 (15mm) 位移处于允许的范围内,保持支结构的完整性.
结论:
- 新型减压关节有效地管理变形,并降低周围岩石道的压力.
- 关节可以确保支结构的安全性和完整性,即使在具有挑战性的地质条件下.
- 限制包括压力减轻变形的定义范围 (150mm垂直,50mm水平).
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