石含量对其与高石混合物的特性的影响
Mohamed M Salah1, Mahmoud S Hammad1, Ayman L Fayed1
1Structural Engineering Department, Faculty of Engineering, Ain Shams University, Cairo, Egypt.
Scientific reports
|March 31, 2025
概括
这项研究探讨了混本托尼特和考利尼特如何影响土壤特性. 较高的本托尼特含量会增加膨胀和可塑性,这对于设计广的土壤应用至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 土壤科学 土壤科学
- 材料科学 是一种材料科学.
背景情况:
- 广的土壤在土木工程项目中带来了重大挑战.
- 了解索引属性是预测土壤行为的关键.
- 石和高石是常见的粘土矿物质,具有不同的特性.
研究的目的:
- 调查土酸盐含量对土酸盐-高酸盐混合物的指数性质的影响.
- 为了将这些指数特性与模拟细粒度土壤的膨胀行为相关联.
- 为优化土壤混合物在地质技术应用中提供见解.
主要方法:
- 制备人工土壤混合物,不同比例的本托尼特和高利尼特.
- 实验室测试以确定特定单位重量,自由膨胀,一致性极限 (阿特伯格极限) 和紧缩参数.
- 分析索引属性与胀行为之间的关系.
主要成果:
- 增加的本托尼特含量导致了更高的单位比重和阿特伯格极限.
- 自由膨胀和可塑性随着更高的本托尼特含量而显著增加.
- 随着本托尼特含量因吸水而增加,最大干单位重量下降.
- 像自由膨胀,阿特伯格极限和特定单位重量等指数属性直接影响了膨胀行为.
结论:
- 托尼特含量是控制托尼特-高尼特混合物的指数和膨胀性能的关键因素.
- 这些混合物可以有效地模拟具有各种扩张特性的细粒度土壤.
- 研究结果支持优化土壤混合物用于需要控制膨胀和可塑性的应用,例如工程障碍和基础.
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