Study on Pore Structure and Mechanical Property of Expansive Soil under Different Dehydration Conditions
文献类型：期刊论文
| 作者 | Wang, Fenghua; Kong, Lingwei; Zhou, Zhenhua |
| 刊名 | APPLIED SCIENCES-BASEL
 |
| 出版日期 | 2022-06-01 |
| 卷号 | 12期号:12 |
| 关键词 | expansive soil dehydration MIP pore structure mechanical strength |
| 英文摘要 | To study the influence of dehydration conditions on the pore structure and the mechanical property of expansive soil, two experimental conditions with high-temperature drying (temperature 50 degrees C-humidity 10%) and high-temperature humid (temperature 50 degrees C-humidity 70%) were carried out. Taking the remolded expansive soil in the province of Anhui in China as the research object, this paper used mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM) to analyze the pore size distribution and pore structure of remolded expansive soil samples under different dehydration conditions and duration. After these tests, their mechanical properties were further obtained by uniaxial compression tests. The results showed that the distribution of pore structure of expansive soil was various under different dehydration conditions. Under high temperature and dry environment, the volume of large pores decreased first and then increased with the time of dehydration, while the medium pore volume decreased until the dehydration was stable. Under high temperature and humid environment, the volume of large pore and medium pore both showed a trend of decrease until the dehydration kept stable. The pore volume of expansive soil did not change significantly under the two dehydration conditions. The uniaxial compressive strength (UCS) of remolded expansive soil samples in high temperature and dry environment reached the highest on the 5th day of dehydration, and then the soil strength decreased slightly until it stabilized. The UCS of remolded expansive soil reached the highest on the 15th day of dehydration under high temperature and humidity environment, and the soil strength changed little after continual dehydration. These tests showed that the UCS of dehydrated expansive soil samples under the condition of high temperature and humidity is higher than that of dehydrated expansive soil samples under the condition of high temperature and dry environment. |
| 学科主题 | Chemistry ; Engineering ; Materials Science ; Physics |
| 语种 | 英语 |
| WOS记录号 | WOS:000817605100001 |
| 出版者 | MDPI |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/34729]  |
| 专题 | 中科院武汉岩土力学所 |
| 作者单位 | 1.Chinese Academy of Sciences; Wuhan Institute of Rock & Soil Mechanics, CAS; 2.Chinese Academy of Sciences; University of Chinese Academy of Sciences, CAS |
| 推荐引用方式 GB/T 7714 | Wang, Fenghua,Kong, Lingwei,Zhou, Zhenhua. Study on Pore Structure and Mechanical Property of Expansive Soil under Different Dehydration Conditions[J]. APPLIED SCIENCES-BASEL,2022,12(12). |
| APA | Wang, Fenghua,Kong, Lingwei,&Zhou, Zhenhua.(2022).Study on Pore Structure and Mechanical Property of Expansive Soil under Different Dehydration Conditions.APPLIED SCIENCES-BASEL,12(12). |
| MLA | Wang, Fenghua,et al."Study on Pore Structure and Mechanical Property of Expansive Soil under Different Dehydration Conditions".APPLIED SCIENCES-BASEL 12.12(2022). |
入库方式： OAI收割
来源：武汉岩土力学研究所
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