人工结构土壤的机械性能和基于二元介质的构成模型在未排水条件下
Yizhi Li1, Enlong Liu1, Miao He1
1State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resources and Hydropower, Sichuan University, Chengdu, China.
结构性土壤在较低的巩固应力下表现出明显的收益强度和孔隙水压变化. 二元介质模型准确地预测了它们的机械行为,使它们与重塑土壤有所区别.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 构成型建模 构成型建模
背景情况:
- 了解结构性土壤机制对于基础设施开发至关重要.
- 现有的模型可能无法完全捕捉结构性土壤的复杂行为.
研究的目的:
- 在未排水条件下研究结构性土壤的机械性能.
- 为了验证结构土壤的二进制介质构成模型.
主要方法:
- 三轴压缩测试是在异型结构土壤,异型结构土壤和重塑土壤上进行的.
- 测试是在不同的巩固未排水条件和限制压力 (25-200 kPa) 下进行的.
主要成果:
- 结构性土壤在低巩固压力下表现出收成强度和独特的孔水压力反应.
- 在较高的巩固应力下,它们的行为接近于重塑土壤的行为.
- 二进制介质模型成功预测了扩张,应变软化,体积收缩和应变硬化.
结论:
- 二元介质模型有效地捕捉了结构性土壤的应力-应变特征.
- 该模型考虑了结构化土壤和重塑土壤之间的差异,以及不同类型的结构化土壤之间的差异.
- 该模型的预测与实验观察结果一致.
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