在盐溶液的影响下,Mg/Ca-bentonite的膨胀变形和模型计算
Hongming Li1,2, Youqian Lu1,3, Hongri Zhang1,4
1Guangxi Transportation Science and Technology Group Co., Ltd, Nanning, China.
PloS one
|May 8, 2025
概括
增加盐度会降低基于和的托尼特 (Mg/Ca-bentonite) 的膨胀率. 这项研究调查了本托尼特的研究.
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
- 环境科学 环境科学
背景情况:
- 托尼特的膨胀对孔隙溶液化学敏感,这对于工程应用至关重要.
- 和基土 (Mg/Ca-bentonite) 是广泛使用的,但其在不同盐度下的行为需要详细研究.
研究的目的:
- 为了研究不同化 (NaCl) 溶液度对Mg/Ca-bentonite的胀特征和变形的影响.
- 阐明控制在盐水条件下本托尼特膨胀的微观机制.
主要方法:
- 对Mg/Ca-bentonite进行了胀测试,使用各种NaCl度.
- 扫描电子显微镜 (SEM) 和入孔径测量 (MIP) 用于微观分析.
- 数学建模被用来建立胀,时间和溶液度之间的关系.
主要成果:
- 随着NaCl度的增加,本托尼特的膨胀率从43.7%降至37.1%.
- SEM揭示了更紧,更均的土壤孔,盐度更高.
- MIP显示,从双峰孔隙结构过渡到单个小孔隙峰峰,盐度增加.
结论:
- NaCl度显著影响Mg/Ca-bentonite的膨胀行为和微观结构.
- 格子膨胀,扩散双层 (DDL) 理论和综合因素解释了膨胀机制.
- 一个经过验证的模型为实践应用和在盐水环境中进行土工程的数值模拟提供了基础.
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