期刊
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING
卷 164, 期 1, 页码 41-49出版社
ICE PUBLISHING
DOI: 10.1680/geng.2011.164.1.41
关键词
engineering mechanics; geotechnical engineering; rock mechanics
资金
- Foundation for the Author of National Excellent Doctoral Dissertation of China [200550]
- Hunan Provincial Natural Science Foundation of China [09JJ1008]
The conventional calculation of an expanding cavity is formulated in terms of a linear failure criterion. However, experiments show that failure criteria are non-linear for most geomaterials. This paper investigates the cavity expansion problem in an isotropic and homogeneous medium using a non-linear failure criterion. A procedure for analysing the expansion of cylindrical and spherical cavities is described, with effects of dilatancy considered. The solutions for stress and displacement around the cavity are presented in the elastic and plastic zones. A study is carried out to illustrate the effects of various parameters on the behaviour of the expanding cavity.
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