中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Gas permeability evolution of granite under confining pressure unloading tests

文献类型:期刊论文

作者Hu, Dawei2,3; Li, Jun2,3; Zhou, Hui2,3; Lu, Jingjing2,3; Ma, Dongdong2,3; Zhang, Fan1
刊名EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING
出版日期2021
卷号25期号:10页码:1915-1928
关键词Confining pressure unloading gas permeability stress path deformation mechanism permeability evolution EDZ
ISSN号1964-8189
DOI10.1080/19648189.2019.1610073
英文摘要Tunnel excavations in rock usually cause initial stress release, which is different from the stress path in classical triaxial compression tests. To analyze the permeability variations in excavation disturbed zone, two different stress paths, e.g. classical triaxial compression and confining pressure unloading, are applied on granite, and the permeability at different damage levels is measured using gas as transport medium. The differences in deformation and failure mechanism and their impacts on gas permeability variation are discussed. The test results show that lateral deformation of samples in confining pressure unloading tests is obviously larger than that in classical triaxial compression tests. Unlike the permeability decrease-increase transition in classical triaxial compression tests, the permeability in confining pressure unloading tests shows an overall progressively increase trend. The permeability in both tests increases significantly near failure and achieves the same order of magnitude. The differences in permeability evolutions under the two stress paths are directly attributed to their different deformation mechanisms. The test results could provide a new understanding of permeability properties during the underground excavation.
资助项目National Key R&D Program of China[2018YFC0809601] ; National Science Foundation of China[51779252] ; National Science Foundation of China[51579093] ; Key R&D Program of Hubei[2017AAA128]
WOS研究方向Engineering
语种英语
WOS记录号WOS:000756977600011
出版者TAYLOR & FRANCIS LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/34475]  
专题中科院武汉岩土力学所
通讯作者Hu, Dawei
作者单位1.Hubei Univ Technol, Sch Civil Engn Architecture & Environm, Wuhan, Peoples R China
2.Univ Chinese Acad Sci, Beijing, Peoples R China
3.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
推荐引用方式
GB/T 7714
Hu, Dawei,Li, Jun,Zhou, Hui,et al. Gas permeability evolution of granite under confining pressure unloading tests[J]. EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING,2021,25(10):1915-1928.
APA Hu, Dawei,Li, Jun,Zhou, Hui,Lu, Jingjing,Ma, Dongdong,&Zhang, Fan.(2021).Gas permeability evolution of granite under confining pressure unloading tests.EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING,25(10),1915-1928.
MLA Hu, Dawei,et al."Gas permeability evolution of granite under confining pressure unloading tests".EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING 25.10(2021):1915-1928.

入库方式: OAI收割

来源:武汉岩土力学研究所

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