Affiliation:
1. Department of Civil Engineering, University of Bristol, Queen’s Building, University Walk, Bristol BS8 1TR, United Kingdom. (email:)
Abstract
Following the discovery of sinkholes in the W.A.C. Bennett Dam, British Columbia, in 1996, investigations showed that there had apparently been movement of fine material out of the core of the dam. To be able to predict the mechanical consequences of such movement of material, a class of soil model that is able to accommodate changes in both density and grading of the soil is required. An outline of features of the Severn–Trent sand model — which incorporates effects of density variation — is presented and a suggestion is made for ways this model might be extended to include effects of changing particle size distribution.
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Reference38 articles.
1. Effects of sample size on bender-based axial G0 measurements
2. A state parameter for sands
3. Benahmed, N. 2001. Comportement mécanique d'un sable sous cisaillement monotone et cyclique: application aux phénomènes de liquéfaction et de mobilité cyclique. Thèse de doctorat, Ecole Nationale des Ponts et Chaussées, Paris.
4. Budhu, M. 1979. Simple shear deformation of sand. Ph.D. thesis, Cambridge University. Cambridge, UK.
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