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对于侧面加载的大直径刚性槽的土壤弹硬度
1Department of Civil and Environmental Engineering, University of Waterloo, Waterloo, ON, N2L 3G1, Canada. a33paul@uwaterloo.ca.
Scientific reports
|November 29, 2025
概括
这项研究使用基于连续性的分析框架,严格推导出大直径的土壤弹刚度. 它引入了一个五弹模型,改进了没有经验方法的井-土壤相互作用分析.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 结构分析 结构分析
背景情况:
- 大直径的侧面加载通常使用实证土壤弹刚度模型.
- 之前的分析忽略了因旋旋转而导致的垂直土壤移位.
- 牢箱中的体运动需要准确地模拟土壤-牢箱相互作用.
研究的目的:
- 严格地开发土壤弹硬度,用于横向装载的大直径.
- 为了结合三维土相互作用和垂直土壤移位.
- 为执业工程师提供分析方程.
主要方法:
- 利用基于连续性的分析框架和虚拟工作的原则.
- 分析了嵌入在弹性土壤中的刚性圆形子.
- 采用了一种代算法来解决caisson-soil相互作用.
主要成果:
- 开发了一个五弹模型,代表了沿轴和底座的土相互作用.
- 在没有经验主义的情况下,数学演算出弹刚度方程.
- 导出了土系统等价刚度的分析方程.
结论:
- 拟议的分析框架准确地模拟了土与土壤的相互作用,包括垂直移位.
- 衍生的五弹模型和刚度方程为经验方法提供了严格的替代方案.
- 配套的代数方程为工程师分析横向加载的盒子提供了实用工具.
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