A Caltech Library Service

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. doi:10.1002/nag.1610080204.

Full text is not posted in this repository. Consult Related URLs below.

Use this Persistent URL to link to this item:


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 DOIArticle
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:
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
Deposited By: Tony Diaz
Deposited On:17 Oct 2014 18:17
Last Modified:10 Nov 2021 18:56

Repository Staff Only: item control page