Analysis of Transient Dynamic Behaviour of Spherical Cavity in Viscoelastic Soil Medium | Zendy

J.P. Dwivedi | Zendy; Virendra Singh | Zendy; Radha Krishna Lal | Zendy

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Analysis of Transient Dynamic Behaviour of Spherical Cavity in Viscoelastic Soil Medium

Author(s) -

J.P. Dwivedi,

Virendra Singh,

Radha Krishna Lal

Publication year - 2013

Publication title -

isrn mechanical engineering

Language(s) - English

Resource type - Journals

eISSN - 2090-5130

pISSN - 2090-5122

DOI - 10.1155/2013/186204

Subject(s) - laplace transform , viscoelasticity , rotational symmetry , displacement (psychology) , transient (computer programming) , mechanics , materials science , pore water pressure , stress (linguistics) , laplace pressure , geotechnical engineering , composite material , mathematics , physics , mathematical analysis , geology , thermodynamics , surface tension , psychology , linguistics , philosophy , computer science , psychotherapist , operating system

Stress, displacement, and pore pressure of a partially sealed spherical cavity in viscoelastic soil condition have been obtained in Laplace transform domain. Solutions of axisymmetric surface load and fluid pressure are derived.

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