| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 9639790 | International Journal of Solids and Structures | 2005 | 20 Pages |
Abstract
Based upon Il'yushin's postulate and the plastic potential theory, a procedure for calculating the abrupt change in stresses from the peak strength surface to the residual strength surface is proposed. The stability criterion for a brittle-plastic body loaded proportionally is presented. Finally, three examples have been solved analytically and numerically, including an engineering example of the steep rock slope of a shiplock system for the Three Gorges hydroelectric power project in China.
Related Topics
Physical Sciences and Engineering
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Civil and Structural Engineering
Authors
H. Zheng, D.F. Liu, C.F. Lee, X.R. Ge,