使用状态依赖的莫尔-库伦模型的空洞膨胀理论及其应用于圆穿透试验
Baojian Li1, Sai Fu1, Xiaoyu Feng1
1PowerChina Huadong Engineering Corporation Limited, Hangzhou, China.
PloS one
|August 20, 2025
概括
这项研究使用空洞扩张理论在透测试 (CPT) 中建模土壤行为,改进校准室的边界效应分析. 该方法准确地预测了临界深度和圆阻力,增强了现场土壤性能测量.
科学领域:
- 地质工程
- 土壤力学
- 在现场测试
背景情况:
- 孔穿透测试 (CPT) 对于评估土壤属性至关重要.
- 在土壤和堆相互作用研究中,CPT校准室测试至关重要.
- 校准室中的边界效应对准确的土壤分析构成挑战.
研究的目的:
- 在CPT校准室试验中使用空腔扩张理论来解决边界效应.
- 在空洞扩张下开发土壤应力-应变行为的半分析解决方案.
- 建立空洞膨胀和CPT圆阻力之间的关系.
主要方法:
- 用修改的沙子莫尔-库伦模型应用空洞膨胀理论.
- 开发了一种结合应力平衡和体积保护的PDE系统.
- 采用混合欧勒-拉格朗的方法来解决PDEs.
- 通过对准溶液验证半分析溶液.
主要成果:
- 获得的压力扩张和应力分布曲线用于圆柱形/球形腔扩张.
- 提出的方法准确地预测了圆穿透阻力的临界深度的发展曲线.
- 通过与精确溶液进行比较来证明半分析溶液的准确性.
结论:
- 腔膨胀理论为分析CPT校准室测试提供了有效的框架.
- 修改后的莫尔-库伦模型捕捉了依赖于状态的土壤特征.
- 这项研究提高了CPT结果的理解和预测准确性,特别是在边界效应方面.
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