Nonlinear viscoelasto-plastic rheological model (Hohai model) of rock and its engineering application

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

Volumn 25, Issue 3, 2006, Pages 433-447

  Xu, Wei Ya ^a   Yang, Sheng Qi ^a   Chu, Wei Jiang ^a  

^a HOHAI UNIVERSITY   (China)

Author keywords

Code development; Creep property; Engineering application; Nonlinear viscoelasto plastic rheological model; Relaxation property; Rock mechanics

Indexed keywords

ANELASTIC RELAXATION; CREEP; ENGINEERING RESEARCH; MATHEMATICAL MODELS; NONLINEAR SYSTEMS; PLASTICITY TESTING; RESEARCH AND DEVELOPMENT MANAGEMENT; RHEOLOGY; VISCOELASTICITY;

CODE DEVELOPMENT; CREEP PROPERTY; ENGINEERING APPLICATION; JINPING FIRST STAGE HYDROPOWER STATION; NONLINEAR VISCOELASTO-PLASTIC RHEOLOGICAL MODEL; RELAXATION PROPERTY; SOFTWARE FAST LAGRANGIAN ANALYSIS OF CONTINUA (FLAC);

ROCK MECHANICS;

EID: 33646741045     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (22)

1. Li Y S, Xia C C. Time-dependent tests on intact rocks in uniaxial compression[J]. Int. J. Rock Mech. Min. Sci., 2000, 37(3): 467-475.
2. Yang C H, Daemen J J K, Yin J H. Experimental investigation of creep behavior of salt rock[J]. Int. J. Rock Mech. Min. Sci., 1999, 36(2): 233-242.
3. Maranini E, Yamaguchi T. A non-associated viscoplastic model for the behaviour of granite in triaxial compression[J]. Mechanics of Materials, 2001, 33(5): 283-293.
4. Maranini E, Brignoli M. Creep behaviour of a weak rock: experimental characterization[J]. Int. J. Rock Mech. Min. Sci., 1999, 36(1): 127-138.
5. Shao J F, Zhu Q Z, Su K. Modeling of creep in rock materials in terms of material degradation[J]. Computers and Geotechnics, 2003, 30(7): 549-555.
6. Zhu Zhende, Xu Weiya. Visco-elastic constitutive model recognition of rock mass and its engineering application[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(11): 1605-1609.(in Chinese)
7. Chen Yuanjiang, Pan Changliang, Cao Ping, et al. Endochronic rheological constitutive model of soft rock[J]. Chinese Journal of Nonferrous Metals, 2003, 13(3): 735-742.(in Chinese)
8. Jin Fengnian, Fan Hualin. Study on nonlinear rheology damage property of rock[J]. Journal of PLA University of Science and Technology, 2000, 1(3): 1-5.(in Chinese)
9. Cao Shugang, Xian Xuefu. Testing study on the characteristics of creep and damage of coal and other rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(6): 817-821.(in Chinese)
10. Sun Jun. Rheology of Geomaterial and Its Engineering Application[M]. Beijing: China Architecture and Building Press, 1999.(in Chinese)
11. Wu Debin, Xu Weiya, Zhu Zhende, et al. Study on rheological test and viscoelastic constitutive model for shale[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(8): 1242-1246.(in Chinese)
12. Wei Lide, Xu Weiya, Zhu Zhende, et al. Study on constitutive model of viscoelastoplastic rock[J]. Rock and Soil Mechanics, 2002, 23(5): 583-586.(in Chinese)
13. Jin Fengnian, Pu Kuiying. Discussion on visco-elastic models[J]. Chinese Journal of Rock Mechanics and Engineering, 1995, 14(4): 335-361.(in Chinese)
14. Deng Ronggui, Zhou Depei, Zhang Zhuoyuan, et al. A new rheological model for rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(6): 780-784.(in Chinese)
15. Cao Shugang, Bian Jin, Li Peng. Rheologic constitutive relationship of rocks and a modified model[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(5): 632-634.(in Chinese)
16. Chen Yuanjiang, Pan Changliang, Cao Ping, et al. A new mechanical model for soft rock rheology[J]. Rock and Soil Mechanics, 2003, 24(2): 209-214.(in Chinese)
17. Zhang Xiangdong, Li Yongjing, Zhang Shuguang, et al. Creep theory of soft rock and its engineering application[J], Chinese Journal of Rock Mechanics and Engineering, 2004, 23(10): 1635-1639.(in Chinese)
18. Wang Laigui, He Feng, Liu Xiangfeng, et al. Nonlinear creep model and stability analysis of rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(10): 1640-1642.(in Chinese)
19. Xu Weiya, Yang Shengqi, Yang Songlin, et al. Investigation on triaxial Theological mechanical properties of greenschist specimen (1): experimental results[J]. Rock and Soil Mechanics, 2005, 26(4): 531-537.(in Chinese)
20. Xu Weiya, Yang Shengqi, Xie Shouyi, et al. Investigation on triaxial rheological mechanical properties of greenschist specimen (II): model analysis[J]. Rock and Soil Mechanics, 2005, 26(5): 693-698.(in Chinese)
21. Boukharov G N, Chanda M W, Boukharov N G. The three processes of brittle crystalline rock creep[J]. Int. J. Rock Mech. Min. Sci. and Geomech. Abstr., 1995, 32(4): 325-335.
22. Xu Weiya, Yang Shengqi, Xie Shouyi. Study report on the rheological properties and parameters of rock in dam base of Jinping First Stage Hydropower Station[R]. Nanjing: Institute of Geotechnical Engineering, Hohai University, 2004.(in Chinese)