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Volumn 24, Issue 15, 2005, Pages 2736-2740

Double-shear unified solution of Terzaghi ultimate bearing capacity of foundation

Author keywords

Double shear unified strength theory; Foundation engineering; Mohr Coulomb strength theory; Ultimate bearing capacity of foundation

Indexed keywords

BEARING CAPACITY; LOAD LIMITS; LOAD TESTING; SHEAR STRENGTH; STRENGTH OF MATERIALS;

EID: 23744511584     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (13)

References (10)
  • 1
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    • Double-shear stress theory and its generalization
    • Chinese source
    • Yu Maohong, He Linan, Song Lingyu. double-shear stress theory and its generalization[J]. Science in China (A), 1985, 28(12): 1113-1120. (in Chinese)
    • (1985) Science in China (A) , vol.28 , Issue.12 , pp. 1113-1120
    • Yu, M.1    He, L.2    Song, L.3
  • 2
    • 33645186481 scopus 로고
    • Xu Z.(transl.), Beijing: Geological Publishing House, Chinese source
    • Terzaghi K. Theory Mechanics[M]. Translated by Xu Zhiying. Beijing: Geological Publishing House, 1960. (in Chinese)
    • (1960) Theory Mechanics
    • Terzaghi, K.1
  • 3
    • 13444310356 scopus 로고    scopus 로고
    • Beijing: Higher Education Press, Chinese source
    • Yu Maohong. Engineering Strength Theory[M]. Beijing: Higher Education Press, 1998. (in Chinese)
    • (1998) Engineering Strength Theory
    • Yu, M.1
  • 5
    • 0346595149 scopus 로고    scopus 로고
    • Unified plane-strain slip line theory
    • Chinese source
    • Yu Maohong, Yang Songyan. Liu Chunyang, et al. Unified plane-strain slip line theory[J]. China Civil Engineering Journal, 1997, 30(2): 14-25. (in Chinese)
    • (1997) China Civil Engineering Journal , vol.30 , Issue.2 , pp. 14-25
    • Yu, M.1    Yang, S.2    Liu, C.3
  • 6
    • 5144220349 scopus 로고    scopus 로고
    • Influence of intermediate principal stress on the formula of Terzaghi ultimate beating capacity of foundations
    • Chinese source
    • Zhou Xiaoping, Huang Yubin, Ding Zhicheng. Influence of intermediate principal stress on the formula of Terzaghi ultimate beating capacity of foundations[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(10): 1554-1556. (in Chinese)
    • (2002) Chinese Journal of Rock Mechanics and Engineering , vol.21 , Issue.10 , pp. 1554-1556
    • Zhou, X.1    Huang, Y.2    Ding, Z.3
  • 7
    • 0002864648 scopus 로고
    • The variation law of rock strength with increase of intermediate principal stress
    • Chinese source
    • Xu Dongjun. The variation law of rock strength with increase of intermediate principal stress[J]. Acta Mechanica Solida Sinica, 1985, 6(10): 72-80. (in Chinese)
    • (1985) Acta Mechanica Solida Sinica , vol.6 , Issue.10 , pp. 72-80
    • Xu, D.1
  • 8
    • 2242449285 scopus 로고
    • Unified strength theory for geomaterials and its application
    • Chinese source
    • Yu Maohong. Unified strength theory for geomaterials and its application[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(2): 1-9. (in Chinese)
    • (1994) Chinese Journal of Geotechnical Engineering , vol.16 , Issue.2 , pp. 1-9
    • Yu, M.1
  • 9
    • 13444290968 scopus 로고    scopus 로고
    • Advances in strength theory of rock in the 20th century
    • Chinese source
    • Yu Maohong, Zan Yuewen, Fan Wen, et al. Advances in strength theory of rock in the 20th century[J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(5): 545-550. (in Chinese)
    • (2000) Chinese Journal of Rock Mechanics and Engineering , vol.19 , Issue.5 , pp. 545-550
    • Yu, M.1    Zan, Y.2    Fan, W.3
  • 10
    • 12444310966 scopus 로고    scopus 로고
    • The application of the double-shear unified strength theory
    • Chinese source
    • Xie Qundan, Liu Jie, He Jie. The application of the double-shear unified strength theory[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 343-345. (in Chinese)
    • (2003) Chinese Journal of Geotechnical Engineering , vol.25 , Issue.3 , pp. 343-345
    • Xie, Q.1    Liu, J.2    He, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.