Loading-unloading of spherical and cylindrical cavities in cohesive-frictional materials with arbitrary radially symmetric boundary conditions
Author:
Publisher
Elsevier BV
Subject
Applied Mathematics,Modeling and Simulation
Reference81 articles.
1. Design of driven piles in sand;Randolph;Geotechnique,1994
2. Cavity expansion and penetration resistance in sand;Salgado;J. Geotech. Geoenviron. Eng.,1997
3. Influence zone for end bearing of piles in sand;Yang;J. Geotech. Geoenviron. Eng.,2006
4. A cavity expansion-based solution for interpretation of CPTu data in soils under partially drained conditions;Mo;Int. J. Numer. Anal. Methods. Geomech.,2020
5. Computation of cavity expansion pressure and penetration resistance in sands;Salgado;Int. J. Geomech.,2007
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