Study of nonlinear creep law in deep rocks

Yantu Lixue/Rock and Soil Mechanics

Volumn 26, Issue 1, 2005, Pages 117-121

  Wang, Yong Yan ^a   Qi, Jun ^a   Yang, Cai Hong ^a   Wei, Jia ^a  

^a Liaoning Tech Univ   (China)

Author keywords

Deep engineering; High ground stress; Nonlinear creep; Numerical simulation; Surrounding rock

Indexed keywords

COMPUTER SIMULATION; CREEP; DEFORMATION; MINING; STRESSES; WALL ROCK;

DEEP ROCKS; HIGH GROUND STRESS; NON-LINEAR RHEOLOGY THEORY; NONLINEAR CREEP LAW; SURROUNDING ROCKS;

ROCK MECHANICS;

EID: 14844357749     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (5)

1. HE Man-chao, LV Xiao-jian, JING Hai-he. Characters of surrounding rock mass in deep engineering and itsnon-linear dynamic-mechanical design concept[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, (8): 1215-1224.
2. ZHANG Zhi-qiang, GUAN Bao-shu. Research on the deformation rule of weak rock mass tunnel under high initial geostress[J]. Chinese Journal of Geotechnical Engineering, 2000, (6): 696-700.
3. ZHENG Rong-ming, LU Hao-liang, Sun Jun. Nonlinear Creep Analysis for Soft Soil Engineering[J]. Chinese Journal of Geotechnical Engineering, 1996, (5): 1-13.
4. CAI Mei-feng, WANG Shuang-hong. Numerical simulation of deep mining of linglong gold Mine using 3-D finite element method[J]. Mining And Metallurgical Engineering, 2000, (4): 14-17.