Titlebook: Cavity Expansion Methods in Geomechanics; Hai-Sui Yu Book 2000 Hai-Sui Yu 2000 Fundament.applied mechanics.geotechnical engineering.mechan

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https://doi.org/10.1007/978-3-8349-9724-1n in soils, the rigorous analysis of the behaviour of driven piles is difficult because of its highly material and geometric nonlinear nature. Although considerable progress has been made over the last 20 years in the analysis of driven piles in clays, the analysis and design of piles in sand is sti

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https://doi.org/10.1007/978-94-015-9596-4Fundament; applied mechanics; geotechnical engineering; mechanical engineering; mechanics; mining; rock me

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https://doi.org/10.1007/978-3-8349-9701-2models. Although critical state models are widely used in soil mechanics, other types of plasticity models have also been used to describe the non-linear stress-strain behaviour of soil and rock. For this reason, this chapter describes some additional solutions for cavity problems in elastic-plastic strain hardening/softening soils and rocks.