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Volumn 27, Issue 12, 2008, Pages 2403-2410

Experimental research on strength and creep behavior of sedimentary soft rock under triaxial and plane strain conditions

Author keywords

Drained creep; Drained shear; Plane strain experiment; Rock mechanics; Sedimentary soft rock

Indexed keywords

CREEP; ELASTICITY; EXPERIMENTS; MECHANICS; ROCK MECHANICS; ROCKS; SEDIMENTOLOGY; SPECIMEN PREPARATION; STRESSES; WATER;

EID: 58149253172     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (7)

References (7)
  • 1
    • 0021450038 scopus 로고
    • A new mechanical quantity for soils and its application to elastoplastic constitutive models
    • NAKAI T, MIHARA Y. A new mechanical quantity for soils and its application to elastoplastic constitutive models [J]. Soils and Foundations, 1984, 24 (2): 82-94.
    • (1984) Soils and Foundations , vol.24 , Issue.2 , pp. 82-94
    • Nakai, T.1    Mihara, Y.2
  • 2
    • 0022774138 scopus 로고
    • A generalized elastoplastic constitutive model for clay in a three-dimensional stresses
    • NAKAI T, MATSUOKA H. A generalized elastoplastic constitutive model for clay in a three-dimensional stresses [J]. Soils and Foundations, 1986, 26 (3): 81-98.
    • (1986) Soils and Foundations , vol.26 , Issue.3 , pp. 81-98
    • Nakai, T.1    Matsuoka, H.2
  • 3
    • 0024621089 scopus 로고
    • An isotropic hardening elastoplastic model for sand considering the stress path dependency in three-dimensional stresses
    • NAKAI T. An isotropic hardening elastoplastic model for sand considering the stress path dependency in three-dimensional stresses [J]. Soils and Foundations, 1989, 29 (1): 119-137.
    • (1989) Soils and Foundations , vol.29 , Issue.1 , pp. 119-137
    • Nakai, T.1
  • 5
    • 0043263545 scopus 로고    scopus 로고
    • Shear banding in a sedimentary soft mudstone subjected to plane strain compression
    • HAYANO K, MAESHIRO T, TATSUOKA F, et al. Shear banding in a sedimentary soft mudstone subjected to plane strain compression [J]. Geotechnical Testing Journal, 1999, 22 (1): 67-79.
    • (1999) Geotechnical Testing Journal , vol.22 , Issue.1 , pp. 67-79
    • Hayano, K.1    Maeshiro, T.2    Tatsuoka, F.3
  • 6
    • 24044540389 scopus 로고    scopus 로고
    • Development of nonlinear triaxial mechanical experiment system for soft rock specimen
    • in Chinese
    • SUN Xiaoming, HE Manchao, LIU Chengyu, et al. Development of nonlinear triaxial mechanical experiment system for soft rock specimen [J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (16): 2870-2874. (in Chinese)
    • (2005) Chinese Journal of Rock Mechanics and Engineering , vol.24 , Issue.16 , pp. 2870-2874
    • Sun, X.1    He, M.2    Liu, C.3
  • 7
    • 35448963316 scopus 로고    scopus 로고
    • Experimental study on soft sedimentary rock under plane strain compression and creep tests
    • [S. l.]: [s. n.]
    • YE G L, NAITO K, SAWADA K, et al. Experimental study on soft sedimentary rock under plane strain compression and creep tests [C] // Proceedings of the International Symposium of ISRM on the 3rd ARMS. [S. l.]: [s. n.], 2004: 865-870.
    • (2004) Proceedings of the International Symposium of ISRM on the 3rd ARMS , pp. 865-870
    • Ye, G.L.1    Naito, K.2    Sawada, K.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.