固定在岩石中的质量 - - 在不均质基板中嵌的浅的结构设计
Stefan Lamplmair-Irsigler1, Oliver Zeman2, Elisabeth Stierschneider2
1Department of Civil Engineering and Natural Hazards, Institute of Applied Geology, University of Natural Resources and Life Sciences Vienna, Peter-Jordan-Street 82, 1190 Vienna, Austria.
Materials (Basel, Switzerland)
|January 8, 2025
概括
工程师现在已经有了使用岩石作为安装后的基础材料的设计准则. 岩石中的不连续性是影响位能力的关键因素,提供了新的评估方法和安全因素.
科学领域:
- 地质技术工程 地质技术工程
- 结构工程 结构工程
背景情况:
- 缺乏用于岩石作为安装后的基础材料的既定设计准则.
- 岩石特性和安装参数的变化会导致设计电阻的不确定性.
研究的目的:
- 确定影响的岩基材料特性的主要参数.
- 开发岩石中安装后的评估方法和设计方法.
主要方法:
- 岩石特征的评估.岩石特征的评估.
- 在不同地质 (花岩,石灰岩,岩,多洛米特,颗粒岩) 的现场拉出试验.
- 离散元件建模以分析承载行为.
主要成果:
- 岩石不连续性被确定为影响承载能力的主要因素.
- 建议的评估方法和阻力部分安全因子 (2.5,2.0,1.7) 对于不同的不确定性级别.
- 定义了低不确定性的反弹极限值 (R ≥36),并注意到石岩的限制.
结论:
- 建立了一种设计方法来确定岩石质量中浅层紧固件的设计阻力.
- 为工程师提供了更确定的基础,用于岩石中的 anchor应用.
- 突出了在设计中理解岩石不连续性的关键作用.
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