基于曲线滑动表面的支墙的非极限活性土压的计算
Guihai Gao1, Jianxu Chen2, Bo Qian1
1School of Civil and Hydraulic Engineering, Xichang University, Xichang, 615013, Sichuan, China.
Scientific reports
|October 21, 2025
概括
这项研究调查了保持墙壁位移和回填性能如何影响土压. 研究结果显示,增加的位移和内部摩擦降低了活跃的地面压力,而凝聚力和墙壁倾斜改变了它的分布.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 土木工程 土木工程是指土木工程.
背景情况:
- 支墙是土木工程中的关键结构.
- 地压显著影响保持墙壁的稳定性和设计.
- 了解凝聚性回填的行为对于准确的分析至关重要.
研究的目的:
- 为了研究墙壁位移和地面压力之间的关系,在倾斜的支墙后面的凝聚性填充中.
- 分析土壤特性 (内部摩擦角度,外部摩擦角度,凝聚力,壁土粘附) 对活跃土压的影响.
- 开发一种理论方法来计算非极限活土压力.
主要方法:
- 假设潜在滑动表面的循环曲线.
- 对于差异性土壤元素,已建立的力和时刻平衡方程.
- 推导出非极限活性地压的分布.
- 通过两个模型测试和理论结果验证了该方法.
主要成果:
- 增加的位移比和内部摩擦角降低了潜在的滑动车身范围和活跃的地面压力,显示出凸起的分布.
- 增加的凝聚力稍微扩大了滑动车身的范围,导致墙底附近的地面压力从正向负转变.
- 增加墙壁的后方倾斜度扩大了滑动机身的范围,并改变了地面压力曲线,从凸变为凸.
结论:
- 提出的理论方法准确地预测了在转移运动下保持墙壁的非极限活性土压.
- 这项研究为墙壁位移,土壤特性和地球压力分布之间的复杂相互作用提供了宝贵的见解.
- 结果为设计和分析具有凝聚性回填的支墙提供了参考.
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