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Volumn 31, Issue 2, 2010, Pages 403-406

Testing study of rheological characteristics of weathered granite in undersea tunnel project

Author keywords

Creep characteristics; Triaxial compression rheological experiments; Undersea tunnel project; Weathered granite

Indexed keywords

CREEP CHARACTERISTICS; RHEOLOGICAL EXPERIMENT; TRIAXIAL COMPRESSION; TUNNEL PROJECTS; WEATHERED GRANITES;

EID: 77951018376     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (11)

References (10)
  • 3
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    • Current research on the rheological test and model identification of rock
    • Xu Ping, Yang Ting-Qing. Current research on the rheological test and model identification of rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(Supp.): 1739-1744.
    • (2001) Chinese Journal of Rock Mechanics and Engineering , vol.20 , Issue.SUPPL. , pp. 1739-1744
    • Xu, P.1    Yang, T.-Q.2
  • 4
    • 18344379677 scopus 로고    scopus 로고
    • Uniaxial experimental study on rheological properties of granite in air-dried and saturated states
    • Li You, Zhu Wei-Shen, Bai Shi-Wei, et al. Uniaxial experimental study on rheological properties of granite in air-dried and saturated states[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(10): 1673-1677.
    • (2003) Chinese Journal of Rock Mechanics and Engineering , vol.22 , Issue.10 , pp. 1673-1677
    • Li, Y.1    Zhu, W.-S.2    Bai, S.-W.3
  • 5
    • 0036985747 scopus 로고    scopus 로고
    • Experimental study on mechanical properties of rock creep in saturation
    • Zhu He-Hua, Ye Bin. Experimental study on mechanical properties of rock creep in saturation[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(12): 1791-1796.
    • (2002) Chinese Journal of Rock Mechanics and Engineering , vol.21 , Issue.12 , pp. 1791-1796
    • Zhu, H.-H.1    Ye, B.2
  • 6
    • 18344396285 scopus 로고    scopus 로고
    • Investigation on triaxial rheolodical mechanical properties of greenschist specimen: experimental results
    • Xu Wei-Ya, Yang Sheng-Qi, Yang Song-Ling, et al. Investigation on triaxial rheolodical mechanical properties of greenschist specimen: experimental results[J]. Rock and Soil Mechanics, 2005, 26(4): 531-537.
    • (2005) Rock and Soil Mechanics , vol.26 , Issue.4 , pp. 531-537
    • Xu, W.-Y.1    Yang, S.-Q.2    Yang, S.-L.3
  • 7
    • 20544469284 scopus 로고    scopus 로고
    • Investigation on triaxial rheolodical mechanical properties of greenschist specimen: model analysis
    • Xu Wei-Ya, Yang Sheng-Qi, Xie Shou-Yi, et al. Investigation on triaxial rheolodical mechanical properties of greenschist specimen: model analysis[J]. Rock and Soil Mechanics, 2005, 26(5): 693-698.
    • (2005) Rock and Soil Mechanics , vol.26 , Issue.5 , pp. 693-698
    • Xu, W.-Y.1    Yang, S.-Q.2    Xie, S.-Y.3
  • 8
    • 18344397314 scopus 로고    scopus 로고
    • Testing study on rheological characteristic of north anchor block of Runyang bridge
    • Zhao Yong-Hui, He Zhi-Min, Shen Ming-Rong. Testing study on rheological characteristic of north anchor block of Runyang bridge[J]. Rock and Soil Mechanics, 2003, 24(4): 583-586.
    • (2003) Rock and Soil Mechanics , vol.24 , Issue.4 , pp. 583-586
    • Zhao, Y.-H.1    He, Z.-M.2    Shen, M.-R.3
  • 9
    • 60149107527 scopus 로고    scopus 로고
    • Shear rheological experiment on rock mass discontinuities and back analysis of model parameters
    • Zhu Zhen-De, Li Zhi-Jing. Shear rheological experiment on rock mass discontinuities and back analysis of model parameters[J]. Rock and Soil Mechanics, 2009, 30(1): 583-586.
    • (2009) Rock and Soil Mechanics , vol.30 , Issue.1 , pp. 583-586
    • Zhu, Z.-D.1    Li, Z.-J.2
  • 10
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    • Curve fitting method for creep parameter of soft rock
    • Li Qing-Qi. Curve fitting method for creep parameter of soft rock[J]. Chinese Journal of Rock Mechanics and Engineering, 1998, 17(5): 559-564.
    • (1998) Chinese Journal of Rock Mechanics and Engineering , vol.17 , Issue.5 , pp. 559-564
    • Li, Q.-Q.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.