Evolution of disintegration properties of granite residual soil with microstructure alteration due to wetting and drying cycles
文献类型:期刊论文
作者 | Zhang, Xianwei1; Liu, Xinyu1,2; Chen, Cheng1; Xu, Yiqing1,2; Liu, Honghu3,4 |
刊名 | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
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出版日期 | 2022-03-01 |
卷号 | 81期号:3页码:15 |
关键词 | Granite residual soil Disintegration Wetting-drying cycle Microstructure Cementation Pore distribution |
ISSN号 | 1435-9529 |
DOI | 10.1007/s10064-022-02602-5 |
通讯作者 | Liu, Xinyu(liuxinyu17@mails.ucas.ac.cn) |
英文摘要 | Despite extensive investigations of the disintegration behavior of rock, much less is known about the disintegration behavior of residual soil derived from the weathering of the parent rock. The engineering geology of RS is widely recognized as being associated with the parent rock properties as well as the weathering conditions. In the case of granite residual soil, how climate changes affect its disintegration behavior is currently not well understood. This paper performed laboratory disintegration tests on natural and remolded GRS as well as the residual soil subjected to various wetting-drying (W-D) cycles. The soil microstructure alterations due to W-D cycles are also investigated through scanning electron microscope and mercury intrusion porosimetry. The W-D cycles transform the microstructure of natural GRS toward the pattern for remolded soil by damaging the cementation among soil particles, expanding the pore diameter, and forming macropores and fissures. The deterioration of cementation weakens the particle association; thus, the soil is more disintegrative, and the generation of fissures facilitates this water-soil interaction by allowing infiltrating water to pass through. Several parameters are proposed to quantify the microstructure alterations and are found to correlate well with the disintegration rates of soil subjected to W-D cycles. This paper quantifies the microstructure evolution as induced by W-D cycles and enhances the understanding of the mechanism for the disintegration of residual soil. |
WOS关键词 | DURABILITY ; STIFFNESS ; STRENGTH ; INDEX |
资助项目 | National Natural Science Foundation of China[41972285] ; National Natural Science Foundation of China[41672293] ; Youth Innovation Promotion Association CAS[2018363] ; State Key Laboratory of Geohazard Prevention and Geoenvironment Protection[SKLGP2020K024] ; Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences[Z0190202] ; Science Fund for Distinguished Young Scholars of Hubei Province[2020CFA103] ; CRSRI Open Research Program[CKWV2021884/KY] |
WOS研究方向 | Engineering ; Geology |
语种 | 英语 |
WOS记录号 | WOS:000753861900002 |
出版者 | SPRINGER HEIDELBERG |
资助机构 | National Natural Science Foundation of China ; Youth Innovation Promotion Association CAS ; State Key Laboratory of Geohazard Prevention and Geoenvironment Protection ; Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences ; Science Fund for Distinguished Young Scholars of Hubei Province ; CRSRI Open Research Program |
源URL | [http://ir.igsnrr.ac.cn/handle/311030/171166] ![]() |
专题 | 中国科学院地理科学与资源研究所 |
通讯作者 | Liu, Xinyu |
作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Peoples R China 2.Univ Chinese Acad Sci, Beijing, Peoples R China 3.Chinese Acad Sci & Minist Water Resources, Inst Soil & Water Conservat, State Key Lab Soil Eros & Dryland Farming Loess P, Yangling, Shaanxi, Peoples R China 4.Changjiang Water Resource Commiss, Changjiang River Sci Res Inst, Wuhan, Peoples R China |
推荐引用方式 GB/T 7714 | Zhang, Xianwei,Liu, Xinyu,Chen, Cheng,et al. Evolution of disintegration properties of granite residual soil with microstructure alteration due to wetting and drying cycles[J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,2022,81(3):15. |
APA | Zhang, Xianwei,Liu, Xinyu,Chen, Cheng,Xu, Yiqing,&Liu, Honghu.(2022).Evolution of disintegration properties of granite residual soil with microstructure alteration due to wetting and drying cycles.BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,81(3),15. |
MLA | Zhang, Xianwei,et al."Evolution of disintegration properties of granite residual soil with microstructure alteration due to wetting and drying cycles".BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT 81.3(2022):15. |
入库方式: OAI收割
来源:地理科学与资源研究所
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