中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Effect of hydration on mechanical properties and microstructure of expansive soil

文献类型:期刊论文

作者Chi, Ze-Cheng4,5; Dai, Zhang-Jun4; Chen, Shan-Xiong4; Li, Fan-Fan2; Wang, Wei1; Li, Jian-Bin3
刊名ENVIRONMENTAL EARTH SCIENCES
出版日期2023-03-01
卷号82期号:6页码:-
ISSN号1866-6280
关键词Expansive soil Anisotropic swelling pressure Hydration Microstructure Pore collapse
英文摘要The hygroscopic swelling properties of expansive soils usually present significant challenges to engineered structures. Therefore, it is of great significance to study the effect of hydration on the mechanical properties and microstructure. The influence of different initial conditions on the swelling pressure was analyzed by the three-dimensional expansion test device, and the effect of hydration on the microstructure of expansive soil was studied by the MIP method. The results show that: the swelling pressure decreases with the increase of the initial moisture content and increases with the increase of the dry density. The average swelling pressure development rate increases with increasing dry density and decreases with increasing initial moisture content. The anisotropy coefficient range of soil is 0.525-0.904. Hydration causes the collapse of macropores between the aggregates, the increase in the number of intra-aggregate pores, and the gradual decrease in total volume, and the microscopic pore structure of the specimen tends to be uniform. The dominant values corresponding to the specimen with a dry density of 1.5 cm(3) changed from 50-60 nm to 20-30 nm, and 10,000-11,000 nm to 5000-6000 nm. The dominant values corresponding to the specimen with a dry density of 1.7 cm(3) also decreased slightly. Therefore, the smaller the dry density, the greater the effect of hydration on the microstructure of the internal pores of the specimen.
学科主题Environmental Sciences & Ecology ; Geology ; Water Resources
语种英语
出版者SPRINGER
WOS记录号WOS:000943312700001
源URL[http://119.78.100.198/handle/2S6PX9GI/35431]  
专题中科院武汉岩土力学所
作者单位1.Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510610, China
2.Anhui Transport Consulting and Design Institute CO., LTD, Hefei 230088, China
3.School of Civil Engineering, Guangzhou University, Guangzhou 510006, China
4.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
5.Key Laboratory of Geological Survey and Evaluation of Ministry of Education, China University of Geosciences, Wuhan 430074, China
推荐引用方式
GB/T 7714
Chi, Ze-Cheng,Dai, Zhang-Jun,Chen, Shan-Xiong,et al. Effect of hydration on mechanical properties and microstructure of expansive soil[J]. ENVIRONMENTAL EARTH SCIENCES,2023,82(6):-.
APA Chi, Ze-Cheng,Dai, Zhang-Jun,Chen, Shan-Xiong,Li, Fan-Fan,Wang, Wei,&Li, Jian-Bin.(2023).Effect of hydration on mechanical properties and microstructure of expansive soil.ENVIRONMENTAL EARTH SCIENCES,82(6),-.
MLA Chi, Ze-Cheng,et al."Effect of hydration on mechanical properties and microstructure of expansive soil".ENVIRONMENTAL EARTH SCIENCES 82.6(2023):-.

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。