Affiliation:
1. Department of Civil and Environmental Engineering, Białystok University of Technology, Białystok, Poland
Abstract
Abstract
An unconventional subdivision of volumetric strains, the newly formulated frictional and critical frictional states and some of energetic and stress condition assumptions result in new stress-plastic dilatancy relationships. These new stress-plastic dilatancy relationships are functions of the deformation mode and drainage conditions. The critical frictional state presented in this paper is a special case of the classical critical state.
Subject
Computers in Earth Sciences,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference33 articles.
1. [1] BEEN K., JEFFERIES M., Stress-dilatancy in very loose sand, Can. Geotech. J. 2004, 41, No.5, 972-989.
2. [2] BOLTON M.D., The strength and dilatancy of sands, Geotechnique, 1986, 36, No. 1, 65-78.
3. [3] COOP M.R., The mechanics of uncemented carbonate sands, Geotechnique, 1990, 40, No. 4, 607-626.
4. [4] COOP M.R., WILSON S.M., Behaviour of Hydrocarbon Reservoir Sands and Sandstones, International Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129, No. 11, 1010-1019.
5. [5] COOP M.R., On the mechanics of reconstituted and natural sands, [in:] Di Benedetto et al. (eds.), Deformation Characteristics of Geomaterials, Taylor & Francis Group PLC, London, UK, 2005.
Cited by
27 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献