基于直接剪切测试的强化压碎岩石缓冲层的接口特征的实验研究
Liangliang Wang1,2, Qianlong Zhu1,2, Yan Jia3
1State Key Laboratory of Deep Geotechnical Mechanics and Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China.
Materials (Basel, Switzerland)
|September 9, 2023
概括
在粉碎岩石中进行的地质网格强化,由于地质网格特性,意外减少了剪切强度. 然而,它通过抑制变形和碎片化来提高聚合物的稳定性.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
背景情况:
- 粉碎岩在土木工程应用中至关重要.
- 了解强化对总体行为的影响对于基础设施稳定至关重要.
研究的目的:
- 为了研究用ParaLink地质网加强的粉碎岩的接口特性.
- 分析地铁网强化对剪切强度和变形行为的影响.
主要方法:
- 在室内进行了大规模的直接剪切测试.
- 在不同的正常应力下研究了接口特性.
主要成果:
- 切削强度和接口参数显示与正常应力有非线性关系.
- 由于其尺寸,厚度和光滑性,地质网的包含降低了剪切强度.
- 加强显著改变了变形,抑制了剪切收缩和扩张.
- 在聚合物中抑制了颗粒碎片化的趋势.
结论:
- 帕拉林克地质网强化会影响压碎岩石的性能.
- 在降低剪切强度的同时,地质网通过控制变形和碎片化来增强聚合物的稳定性.
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