研究土壤岩石混合物的剪切特性和剪切模型
Changbo Du1, Han Tao1, Fu Yi1,2
1College of Civil Engineering, Liaoning Technical University, Fuxin, China.
PloS one
|December 13, 2023
概括
这项研究揭示了水含量和微粒如何影响土岩混合物的剪切强度,这对坡道稳定性至关重要. 峰值剪切应力随着水和细颗粒含量增加而降低,影响工程设计.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 岩石机械学 岩石机械学
背景情况:
- 土岩混合物在工程施工中至关重要,但容易发生不稳定.
- 地质因素可能导致这些混合物的完整性不佳和水引起的软化.
- 了解剪切特性对于预测坡度稳定性至关重要.
研究的目的:
- 为了研究土壤岩石混合物的剪切行为.
- 分析水含量和细颗粒质量分数对剪切强度的影响.
- 开发和验证这些材料的微分衍生剪切模型.
主要方法:
- 使用YT1200系统进行了直接剪切测试.
- 控制了含水量的变化,细颗粒质量分数和正常应力.
- 基于实验数据,制定了一个分数导数剪切模型.
主要成果:
- 在土壤岩石混合物中观察到高峰后剪切应力软化现象.
- 峰值切割应力与正常应力直接相称,与含水量和细颗粒质量分数相反.
- 凝聚力和内部摩擦角随着水含量和细颗粒质量分数的增加而降低.
结论:
- 拟议的分数导数剪切模型准确地模拟了剪切故障过程.
- 有效地分析了影响剪切特性的关键因素.
- 这些发现支持改善土壤岩石混合物的强度预测,数值模拟和强化设计.
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