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Rapid Shearing in a Rate-Type Soil Surrounding a Cylindrical Cavity

Mullenger, G. and Scott, R. F. and Davis, R. O. (1984) Rapid Shearing in a Rate-Type Soil Surrounding a Cylindrical Cavity. International Journal for Numerical and Analytical Methods in Geomechanics, 8 (2). pp. 141-155. ISSN 0363-9061. https://resolver.caltech.edu/CaltechAUTHORS:20141017-090822361

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Abstract

The stress and deformation resulting from rapidly applied axial traction on the face of a cylindrical cavity in a saturated soil are analysed. A simple rate-type constitutive model is used for the effective stress response.


Item Type:Article
Related URLs:
URLURL TypeDescription
http://dx.doi.org/10.1002/nag.1610080204 DOIArticle
http://onlinelibrary.wiley.com/doi/10.1002/nag.1610080204/abstractPublisherArticle
Additional Information:© 1984 by John Wiley & Sons, Ltd. Received 11 March 1982; Revised 18 August 1982. The authors gratefully acknowledge support for Professor Scott from the Erskine bequest at the University of Canterbury.
Issue or Number:2
Record Number:CaltechAUTHORS:20141017-090822361
Persistent URL:https://resolver.caltech.edu/CaltechAUTHORS:20141017-090822361
Official Citation:Mullenger, G., Scott, R. F. and Davis, R. O. (1984), Rapid shearing in a rate-type soil surrounding a cylindrical cavity. Int. J. Numer. Anal. Meth. Geomech., 8: 141–155. doi: 10.1002/nag.1610080204
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:50478
Collection:CaltechAUTHORS
Deposited By: Tony Diaz
Deposited On:17 Oct 2014 18:17
Last Modified:03 Oct 2019 07:23

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