中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Principle of analysis of brittle-plastic rock mass

文献类型:期刊论文

作者Lee, CF; Ge, XR; Lui, DF; Zheng, H
刊名INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES
出版日期2005
卷号42期号:1页码:139-158
关键词Brittle-plasticity Rock Mass Stability
ISSN号0020-7683
DOI10.1016/j.ijsolstr.2004.06.050
英文摘要

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. (C) 2004 Elsevier Ltd. All rights reserved.

WOS研究方向Mechanics
语种英语
WOS记录号WOS:000224885500009
出版者PERGAMON-ELSEVIER SCIENCE LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/3123]  
专题岩土力学所知识全产出_期刊论文
作者单位China 3 Gorges Univ, Dept Hydroelect Engn, Coll Civil & Hydroelect Engn; Univ Hong Kong, Dept Civil Engn; Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Lee, CF,Ge, XR,Lui, DF,et al. Principle of analysis of brittle-plastic rock mass[J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES,2005,42(1):139-158.
APA Lee, CF,Ge, XR,Lui, DF,&Zheng, H.(2005).Principle of analysis of brittle-plastic rock mass.INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES,42(1),139-158.
MLA Lee, CF,et al."Principle of analysis of brittle-plastic rock mass".INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES 42.1(2005):139-158.

入库方式: OAI收割

来源:武汉岩土力学研究所

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