Experimental Investigation on the Effect of Salt Solution on the Soil Freezing Characteristic Curve for Expansive Soils
文献类型：期刊论文
| 作者 | Yu, Haiwen2,3; Hao, Fengfu1; Yi, Panpan2; Zhang, Qin1; Ma, Tiantian2 |
| 刊名 | SUSTAINABILITY
 |
| 出版日期 | 2024 |
| 卷号 | 16期号:1页码:16 |
| 关键词 | expansive soil illitic soil sodium bentonite salt solution freezing characteristic curve |
| DOI | 10.3390/su16010363 |
| 英文摘要 | With the development of the Belt and Road Initiative in China, high-speed railways are booming and inevitably pass through seasonal frost regions. In Nanyang basin, due to seasonal changes, railway subgrades will undergo frost heaving and thawing subsidence. The freezing characteristics of the soil are characterized by the freezing characteristic curve, and the important factors affecting the freezing characteristic curve are the content of expansive clay minerals in the soil and the salt solution. Therefore, three soil samples with different montmorillonite contents were saturated with salt solutions of different concentrations, and the freezing temperature of the soil samples was controlled by a cold bath. After the temperature equilibrium, the frozen stable soil samples were put into a nuclear magnetic resonance instrument to test the unfrozen water content, and the relationship between the freezing temperature and the unfrozen water content of expansive soil under different salt solution concentrations was obtained. Additionally, a unified model was used to simulate the test results. The results show that SFCC shifts to the left, that is, the sodium chloride salt solution reduces the freezing point of the soil sample so that it has more unfrozen water at the same temperature. At the same time, the soil's freezing characteristic curves are closely related to content of expansive clay minerals in the soil. The more expansive clay mineral content, the greater the corresponding unfrozen water content. These results provide some basic insights for improving the frost heave and thaw subsidence problems of railway subgrades in seasonal permafrost regions, which will have a positive impact on promoting the management and rational application of land resources and the promotion of sustainable development. |
| 资助项目 | National Natural Science Foundation of China |
| WOS研究方向 | Science & Technology - Other Topics ; Environmental Sciences & Ecology |
| 语种 | 英语 |
| WOS记录号 | WOS:001140536500001 |
| 出版者 | MDPI |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/40356]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Ma, Tiantian |
| 作者单位 | 1.Guilin Univ Technol, Coll Civil Engn & Architecture, Guangxi Key Lab Geomech & Geotech Engn, Guilin 541004, Peoples R China 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China 3.Univ Chinese Acad Sci, Beijing 100049, Peoples R China |
| 推荐引用方式 GB/T 7714 | Yu, Haiwen,Hao, Fengfu,Yi, Panpan,et al. Experimental Investigation on the Effect of Salt Solution on the Soil Freezing Characteristic Curve for Expansive Soils[J]. SUSTAINABILITY,2024,16(1):16. |
| APA | Yu, Haiwen,Hao, Fengfu,Yi, Panpan,Zhang, Qin,&Ma, Tiantian.(2024).Experimental Investigation on the Effect of Salt Solution on the Soil Freezing Characteristic Curve for Expansive Soils.SUSTAINABILITY,16(1),16. |
| MLA | Yu, Haiwen,et al."Experimental Investigation on the Effect of Salt Solution on the Soil Freezing Characteristic Curve for Expansive Soils".SUSTAINABILITY 16.1(2024):16. |
入库方式： OAI收割
来源：武汉岩土力学研究所
浏览0
下载0
收藏0
其他版本
除非特别说明，本系统中所有内容都受版权保护，并保留所有权利。