Rapid expansion of a cylindrical cavity in a rate‐type soil | Zendy

Davis R. O. | Zendy; Scott R. F. | Zendy; Mullenger G. | Zendy

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Rapid expansion of a cylindrical cavity in a rate‐type soil

Author(s) -

Davis R. O.,

Scott R. F.,

Mullenger G.

Publication year - 1984

Publication title -

international journal for numerical and analytical methods in geomechanics

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 1.419

H-Index - 91

eISSN - 1096-9853

pISSN - 0363-9061

DOI - 10.1002/nag.1610080203

Subject(s) - pile , radius , salient , geotechnical engineering , mechanics , stress field , field (mathematics) , stress (linguistics) , geology , materials science , structural engineering , engineering , mathematics , physics , computer science , finite element method , linguistics , philosophy , computer security , artificial intelligence , pure mathematics

An analytical solution for rapid (undrained) expansion of a long cylindrical cavity from initially zero radius is presented. A simple rate‐type soil model possessing the salient features of the modified Cambridge critical state model is used. Application of the solution to determination of the stress field surrounding a pile immediately after driving is discussed.

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