Study on creep characteristics of regular rock mass discontinuity

Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering

Volumn 27, Issue SUPPL. 2, 2008, Pages 3973-3979

  Shen, Mingrong ^a,b   Zhang, Qingzhao ^b  

^a Tongji University   (China)

^b TONGJI UNIVERSITY   (China)

Author keywords

Creep characteristics; FEM; Mechanical property; Rock mass discontinuity; Rock mechanics

Indexed keywords

CREEP; FAILURE ANALYSIS; FINITE ELEMENT METHOD; MECHANICAL PROPERTIES; MECHANICS; MODAL ANALYSIS; QUALITY ASSURANCE; ROCK MECHANICS; SHEAR STRENGTH; STRESS CONCENTRATION; STRESSES; TESTING; THREE DIMENSIONAL;

BURGERS MODELS; CREEP CHARACTERISTICS; CREEP MODELS; DIFFERENT SLOPES; FAILURE MODELS; FEM; FINITE ELEMENT ANALYSIS; IT CONTROLS; KEY FACTORS; MECHANICAL CHARACTERISTICS; MODEL TESTS; NORMAL DIRECTIONS; NORMAL STRESSES; PRACTICAL PROBLEMS; RHEOLOGICAL CHARACTERISTICS; ROCK MASS DISCONTINUITIES; ROCK MASS DISCONTINUITY; SHEAR DIRECTIONS; SHEAR TESTS; STRESS DISTRIBUTIONS; TENSION FORCES; TEST DATUMS;

ROCKS;

EID: 55649084374     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (14)

1. Sun Jun, Wang Guijun. Some progress on study of rock rheological mechanics[C]// Rock Mechanics and Engineering in China-the Centurial Achievements. Nanjing: Hohai University Press, 2004:123-146.(in Chinese)
2. Xu Weiya, Yang Shengqi. Test study on shear rheological behavior of jointed rock mass and the model investigations[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(Supp.2):5536-5542.(in Chinese)
3. Shen Mingrong, Zhu Yinqiao. Test study on creep characteristics of regular teeth-shaped structure faces[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(2):223-226.(in Chinese)
4. Zhao Yonghui, He Zhimin, Shen Mingrong. Test study on rheological characteristics of the north anchor-chamber structure of Runyang suspension bridge[J]. Rock and Soil Mechanics, 2003, 24(4):583-586.(in Chinese)
5. Paraschiv-Munteanu I, Cristescu N D. Stress relaxation during creep of rocks around deep boreholes[J]. International Journal of Engineering Sciences, 2001, 39(7):737-754.
6. Cui Xihai, Fu Zhiliang. Test study on rock creep properties and its long-term strength[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(5):1021-1024.(in Chinese)
7. Mao Haijun, Yang Chunhe, Liu Jiang, et al. Test study and simulation analysis of creep properties of slate-rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(6):1204-1209.(in Chinese)
8. Liang Weiguo, Zhao Yangsheng. Test study on mechanical properties of the rock salt[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(3):391-394.(in Chinese)
9. Wang Yongyan. A study of nonlinear creep law in deep rocks[J]. Rock and Soil Mechanics, 2005, 26(1):117-121.(in Chinese)
10. Wei Jia. Study on nonlinear creep under the different stress differences[J]. Journal of Experimental Mechanics, 2005, 20(3):427-433.(in Chinese)
11. Shen Mingrong, Shi Zhenming, Zhang Lei. Deformation properties of samples under different loading paths[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(7):1234-1238.(in Chinese)
12. Malan D F. Time-dependent behavior of deep level tabular excavations in hard rock[J]. Rock Mech. Rock Eng. 1999, 32:123-155.
13. Barton N. Review of a new shear strength criterion for rock joints[J]. Eng. Geol., 1973, 7(1):287-332.
14. Patton F D. Multiple modes of shear failure in rock[C]// Proc. The First Congress of International Society of Rock Mechanics. Lisbon: [s. n.], 1966:9-13.