数字模拟和物理建模分阶段控制支的道路稳定性在富含水分的软砂岩
Xin Kang1,2,3, Xiongyao Xie4,5,6, Kun Zeng1,2,3
1Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, 200092, China.
Scientific reports
|April 4, 2025
概括
一种新的分阶段控制支持技术有效地管理了在具有挑战性的道路建设中周围岩石变形. 这种方法显著减少了支的应力,并提高了稳定性,相比传统的网系统.
科学领域:
- 地质技术工程 地质技术工程
- 土木工程 土木工程是指土木工程.
- 岩石力学 岩石力学 岩石力学
背景情况:
- 在水性丰富,水泥薄弱的砂岩中进行道路建设,面临着周围岩石明显变形带来的挑战.
- 变形使支持工作复杂化,并对施工时间表产生负面影响,需要先进的支持技术.
研究的目的:
- 评估一项用于道路建设的新型分阶段控制支持技术的有效性.
- 为了比较其在控制周围岩石变形和应力方面与传统网支的性能.
主要方法:
- 使用ABAQUS进行了数值模拟,并采用了一种新的方法来模拟通过改变材料特性来实现理想的塑性变形的杆屈服.
- 使用现场衍生材料和3D打印技术进行了物理建模实验,以验证模拟结果.
主要成果:
- 数字模拟显示,分阶段控制支使周围岩石变形减少了16.1%,并显著降低了最大主应力 (高达88.9%).
- 与网支相比,通过分阶段控制方法还可以减少层应力.
- 物理建模证实了13.1%,2.2%和3.9%的变形减少,并减少了杆轴力.
结论:
- 阶段控制支方法在控制周围岩石变形方面比传统的网支更有效.
- 这种技术导致更均的变形,降低支系统的压力,并减轻局部应力度.
- 该研究验证了在具有挑战性的地质条件下分阶段控制支持的实际应用.
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