Abstract
This chapter presents some time-dependent solutions for cavity expansion in rock and soil. In rock mechanics, cavity solutions derived from constitutive models based on visco-elasticity and visco-plasticity have been applied to tunnel problems. As far as soil mechanics is concerned, studies have been carried out on the pore pressure changes around a driven pile and an excavated tunnel in soils. This chapter will concentrate on the solutions with applications to these two types of geotechni-cal problems.
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© 2000 Hai-Sui Yu
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Yu, HS. (2000). Time-Dependent Solutions. In: Cavity Expansion Methods in Geomechanics. Springer, Dordrecht. https://doi.org/10.1007/978-94-015-9596-4_6
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DOI: https://doi.org/10.1007/978-94-015-9596-4_6
Publisher Name: Springer, Dordrecht
Print ISBN: 978-90-481-4023-7
Online ISBN: 978-94-015-9596-4
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