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. doi:10.1002/nag.1610080204. 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 | |||||||||
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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 | |||||||||
DOI: | 10.1002/nag.1610080204 | |||||||||
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: | 10 Nov 2021 18:56 |
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