使用切削波速率来评估压缩本顿石在膨胀后的工程性质
Mintae Kim1, Changho Lee2, Jang-Un Kim3
1School of Civil, Environmental and Architectural Engineering, Korea University, Seoul, 02841, South Korea.
Scientific reports
|September 22, 2023
概括
压缩的顿石 压缩的顿石
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:
- 压缩本顿石的膨胀特性对于长期屏障系统的稳定性至关重要.
- 对于工程地质系统来说,了解石在膨胀后的应力状态和属性变化对于工程地质系统至关重要.
研究的目的:
- 调查压力状态和工程性质变化在压缩的本托尼特后膨胀.
- 确定初始干单位重量和孔隙流体度对膨胀压力的影响.
主要方法:
- 在压缩的顿石上进行了垂直和水平膨胀压力测试.
- 在膨胀后施加外部负荷以测量侧向应力和可变形性.
- 在膨胀过程中和膨胀后持续监测剪切波速度.
主要成果:
- 膨胀压力随着干单位重量增加和孔隙液度降低而增加.
- 只有当应用的垂直应力超过膨胀压力时,才观察到侧向应力和空隙比变化.
- 剪切波速度变化表明在膨胀期间的启动,终止和属性改变.
结论:
- 膨胀压力显著影响压力状态和压缩本顿石的工程性质.
- 剪切波速度是监测本托尼特膨胀过程和属性变化的可靠指标.
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