中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Seepage properties of a single rock fracture subjected to triaxial stresses

文献类型:期刊论文

作者Liu Caihua2; Jaksa, M. B.1; Chen Congxin1
刊名PROGRESS IN NATURAL SCIENCE
出版日期2007
卷号17期号:12页码:1482-1486
关键词triaxial stresses rock fractures seepage hydraulic conductivity coupling model
ISSN号1002-0071
英文摘要Coupled properties of seepage and stress fields of rock fractures greatly influence the safety of geotechnical engineering work. Based on the closing deformation principle of a single rock fracture, equations describing relationships of aperture and triaxial stresses are developed, and coupled models of seepage and triaxial stresses are proposed. Seepage tests are conducted under triaxial stress conditions by adopting hard granite specimens with an artificial fracture. The results show that the normal stress, lateral stress and seepage pressure significantly affect the flow behavior of rock fractures, and that hydraulic conductivity decreases with increasing normal stress, but increases with rising lateral stress or seepage pressure. In addition, an exponential function provides a good representation of the seepage characteristics of a single rock fracture subjected to triaxial stresses.
WOS研究方向Materials Science ; Science & Technology - Other Topics
语种英语
WOS记录号WOS:000253164300012
出版者ELSEVIER SCIENCE INC
源URL[http://119.78.100.198/handle/2S6PX9GI/3169]  
专题岩土力学所知识全产出_期刊论文
作者单位1.Univ Adelaide, Sch Civil & Environm Engn
2.Chinese Acad Sci, Inst Rock & Soil Mech;
推荐引用方式
GB/T 7714
Liu Caihua,Jaksa, M. B.,Chen Congxin. Seepage properties of a single rock fracture subjected to triaxial stresses[J]. PROGRESS IN NATURAL SCIENCE,2007,17(12):1482-1486.
APA Liu Caihua,Jaksa, M. B.,&Chen Congxin.(2007).Seepage properties of a single rock fracture subjected to triaxial stresses.PROGRESS IN NATURAL SCIENCE,17(12),1482-1486.
MLA Liu Caihua,et al."Seepage properties of a single rock fracture subjected to triaxial stresses".PROGRESS IN NATURAL SCIENCE 17.12(2007):1482-1486.

入库方式: OAI收割

来源:武汉岩土力学研究所

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