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Volumn 25, Issue 10, 2004, Pages 1599-1602

Formula of critical edge load of strip foundation under complex stress state

Author keywords

Critical edge load; Intermediate principal stress; Plane strain condition; Twin shear stress strength criterion

Indexed keywords

ENGINEERING GEOLOGY; LOAD LIMITS; LOADS (FORCES); SOIL MECHANICS;

EID: 10344227691     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (5)

References (6)
  • 1
    • 0004146307 scopus 로고    scopus 로고
    • Tianjin: Jianjin University Press
    • WANG Cheng-hua. Soil Mechanics[M]. Tianjin: Tianjin University Press, 2001.
    • (2001) Soil Mechanics
    • Wang, C.-H.1
  • 3
    • 0009240558 scopus 로고    scopus 로고
    • Luo T. and Yao Y.-P. (transl.), Beijing: China Waterpower Press
    • MATSUOKA Hajime. Soil Mechanics (translated by LUO Ting, YAO Yang-ping)[M]. Beijing: China Waterpower Press, 2001.
    • (2001) Soil Mechanics
    • Matsuoka, H.1
  • 5
    • 4644238939 scopus 로고    scopus 로고
    • Beijing: Higher Education Press
    • SHAN Hui-zu. Mechanics of Materials [M]. Beijing: Higher Education Press, 1999. 224-233.
    • (1999) Mechanics of Materials , pp. 224-233
    • Shan, H.-Z.1
  • 6
    • 10344239090 scopus 로고
    • Generalized twin shear stress failure criterion and double-hardening constitutive model of sand under the complex stress state
    • YAO Yang-ping, XIE Ding-yi, YU Mao-hong. Generalized twin shear stress failure criterion and double-hardening constitutive model of sand under the complex stress state [J]. Journal of Xi'an Institute of Metallurgy and Construction Engineering, 1994, 26(4): 392-394.
    • (1994) Journal of Xi'an Institute of Metallurgy and Construction Engineering , vol.26 , Issue.4 , pp. 392-394
    • Yao, Y.-P.1    Xie, D.-Y.2    Yu, M.-H.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.