泥泥石的爬行特性及其对跨河道稳定性的工程应用
Huijuan Deng1,2,3, Ping Cao3, Dongxing Wang4,5
1School of Resource Environment and Safety Engineering, University of South China, Hengyang, 421001, China.
Scientific reports
|April 24, 2025
概括
这项研究开发了一种新的非线性损害爬行模型,用于泥泥石,改善了跨河地铁道和周围岩石变形分析的长期稳定性预测.
科学领域:
- 地质技术工程 地质技术工程
- 岩石力学 岩石力学 岩石力学
- 道工程 道工程是指道工程.
背景情况:
- 泥泥石在道工程中提出了独特的挑战,因为它固有的不稳定性.
- 跨河地铁道特别容易受到长期变形的危害.
研究的目的:
- 为了研究道工程在泥的泥石中长期稳定的稳定性.
- 开发和验证周围岩石变形的预测模型.
- 加强跨河道在软岩层中的安全评估.
主要方法:
- 单轴压缩爬行测试是在分级负载下的泥泥石上进行的.
- 基于汉堡模型,建立了一个非线性损害爬行模型,并与实验数据相匹配.
- 该模型在COMSOL多物理中实现,用于地铁道的多场合数值模拟.
主要成果:
- 泥的泥石呈现着腐烂,稳定和加速的爬行阶段.
- 开发的非线性损伤爬行模型准确地捕捉了泥的泥石的爬行行为,特别是在加速爬行时.
- 数字模拟确定了道冠冠作为具有最显著的爬行变形的区域.
结论:
- 经过验证的爬行流体结构合道模型准确地预测了周围岩石变形,现场监测数据证实了这一点.
- 这项研究为软岩石跨河道的设计和安全评估提供了一种新的方法.
- 该研究有助于在具有挑战性的地质条件下对道项目进行更精确的长期稳定性预测.
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