메뉴 건너뛰기




Volumn 33, Issue 6, 2008, Pages 643-647

The standards for critical failure state of slope

Author keywords

Computations convergence; Displacement mutation; Failure criterion; Plastic zone connectivity

Indexed keywords

CALCULATIONS; CONVERGENCE OF NUMERICAL METHODS; CURVE FITTING; EMBANKMENT DAMS; MODAL ANALYSIS; NUMERICAL ANALYSIS; NUMERICAL METHODS; PLASTICS; SLOPE STABILITY; STANDARDS; SYSTEM STABILITY;

EID: 46449121193     PISSN: 02539993     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (31)

References (11)
  • 1
    • 38649102641 scopus 로고    scopus 로고
    • The numerical analysis on the stability of slope with several sets of joints by FLAC
    • Shen Jinrui, Lin Hang. The numerical analysis on the stability of slope with several sets of joints by FLAC[J]. China Safety Science Journal, 2007, 17(1): 29-33.
    • (2007) China Safety Science Journal , vol.17 , Issue.1 , pp. 29-33
    • Shen, J.1    Lin, H.2
  • 2
    • 11144220806 scopus 로고    scopus 로고
    • Finite element method for solving the factor of safety
    • Zheng Hong, Li Chunguang, Lee C F, et al. Finite element method for solving the factor of safety[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 626-628.
    • (2002) Chinese Journal of Geotechnical Engineering , vol.24 , Issue.5 , pp. 626-628
    • Zheng, H.1    Li, C.2    Lee, C.F.3
  • 3
    • 0032766770 scopus 로고    scopus 로고
    • Slope stability analysis by finite elements
    • Griffiths D V, Lane P A. Slope stability analysis by finite elements[J]. Geotechnique, 1999, 49(3): 387-403.
    • (1999) Geotechnique , vol.49 , Issue.3 , pp. 387-403
    • Griffiths, D.V.1    Lane, P.A.2
  • 4
    • 27944503011 scopus 로고    scopus 로고
    • Simulating effects of wholly grouted anchor rods with FLAC
    • Lin Hang, Cao Ping, Zhou Zhengyi. Simulating effects of wholly grouted anchor rods with FLAC[J]. Rock and Soil Mechanics, 2005, 26(s2): 167-170.
    • (2005) Rock and Soil Mechanics , vol.26 , Issue.s2 , pp. 167-170
    • Lin, H.1    Cao, P.2    Zhou, Z.3
  • 5
    • 23944513527 scopus 로고    scopus 로고
    • Study on slope failure criterion in strength reduction finite element method
    • Zhao Shangyi, Zheng Yingren, Zhang Yufang. Study on slope failure criterion in strength reduction finite element method[J]. Rock and Soil Mechanics, 2005, 26(2): 332-336.
    • (2005) Rock and Soil Mechanics , vol.26 , Issue.2 , pp. 332-336
    • Zhao, S.1    Zheng, Y.2    Zhang, Y.3
  • 6
    • 33645650078 scopus 로고    scopus 로고
    • Influences of soil elastic modulus and poisson's ratio on slope stability
    • Zhang Peiwen, Chen Zuyu. Influences of soil elastic modulus and poisson's ratio on slope stability[J]. Rock and Soil Mechanics, 2006, 27(2): 299-303.
    • (2006) Rock and Soil Mechanics , vol.27 , Issue.2 , pp. 299-303
    • Zhang, P.1    Chen, Z.2
  • 7
    • 16644363163 scopus 로고    scopus 로고
    • Finite element calculation for safety factor of soil nailing through reduction of strength parameters
    • Song Erxiang, Gao Xiang, Qiu Yue. Finite element calculation for safety factor of soil nailing through reduction of strength parameters[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(3): 258-263.
    • (2005) Chinese Journal of Geotechnical Engineering , vol.27 , Issue.3 , pp. 258-263
    • Song, E.1    Gao, X.2    Qiu, Y.3
  • 8
    • 35548958180 scopus 로고    scopus 로고
    • Analysis of location and displacement mode of monitoring point in displacement mutation criterion
    • Lin Hang, Cao Ping, Gong Fengqiang. Analysis of location and displacement mode of monitoring point in displacement mutation criterion[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1433-1438.
    • (2007) Chinese Journal of Geotechnical Engineering , vol.29 , Issue.9 , pp. 1433-1438
    • Lin, H.1    Cao, P.2    Gong, F.3
  • 9
    • 1542427756 scopus 로고    scopus 로고
    • Slope stability analysis by lagrangian difference method based on shear strength reduction
    • Chi Shichun, Guan Lijun. Slope stability analysis by lagrangian difference method based on shear strength reduction[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 42-46.
    • (2004) Chinese Journal of Geotechnical Engineering , vol.26 , Issue.1 , pp. 42-46
    • Chi, S.1    Guan, L.2
  • 10
    • 0003977901 scopus 로고    scopus 로고
    • User's guid
    • Itasca Consulting Group, Minnesota: Itasca Consulting Group
    • Itasca Consulting Group. User's guid[Z], Minnesota: Itasca Consulting Group, 2002.
    • (2002)
  • 11
    • 1842724423 scopus 로고    scopus 로고
    • Beijing: The Chinese Water Conservation and Electricity Press
    • Chen Zuyu. Analysis of soil slope stability[M]. Beijing: The Chinese Water Conservation and Electricity Press, 2003. 72-73.
    • (2003) Analysis of Soil Slope Stability , pp. 72-73
    • Chen, Z.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.