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Volumn 28, Issue 9, 2007, Pages 1894-1898

Slope stability analysis based on 3-D nonlinear finite element method

Author keywords

Finite element method; Multi grid method; Parallel computing; Slope; Stability

Indexed keywords

FINITE ELEMENT METHOD; SAFETY FACTOR; SHEAR STRENGTH;

EID: 35348950005     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (17)

References (9)
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    • James Michael Duncan. State of the art: limit equilibrium and finite-element analysis of slopes[J]. Journal of Geotechnical Engineering, ASCE, 1996, 122(7): 577-596.
    • (1996) Journal of Geotechnical Engineering, ASCE , vol.122 , Issue.7 , pp. 577-596
    • Duncan, J.M.1
  • 2
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    • Chinese source
  • 3
    • 0037262460 scopus 로고    scopus 로고
    • The feasibility study of strength-reduction method with FEM for calculating safety factors of soil slope stability
    • ZHANG Lu-yu, ZHENG Ying-ren, ZHAO Shang-yi, et al. The feasibility study of strength-reduction method with FEM for calculating safety factors of soil slope stability[J]. Journd of Hydraulic Engineering, 2003, (1): 21-27.
    • (2003) Journd of Hydraulic Engineering , Issue.1 , pp. 21-27
    • Zhang, L.-Y.1    Zheng, Y.-R.2    Zhao, S.-Y.3
  • 5
    • 1642569750 scopus 로고    scopus 로고
    • Slope stability analysis with nonlinear failure criterion
    • Xiao-Li Yang, Jian-Hua Yin. Slope Stability Analysis with Nonlinear Failure Criterion[J] Journal of Engineering Mechanics, ASCE, 2004, 130(3): 267-273.
    • (2004) Journal of Engineering Mechanics, ASCE , vol.130 , Issue.3 , pp. 267-273
    • Yang, X.-L.1    Yin, J.-H.2
  • 6
    • 18344367109 scopus 로고    scopus 로고
    • Elastoplastic basis of geotechnical engineering reinforcement analysis
    • YANG Qiang, CHEN Xin, ZHOU Wei-yuan. Elastoplastic basis of geotechnical engineering reinforcement analysis[J]. Rock and Soil Mechanics, 2005, 26(4): 553-557.
    • (2005) Rock and Soil Mechanics , vol.26 , Issue.4 , pp. 553-557
    • Yang, Q.1    Chen, X.2    Zhou, W.-Y.3
  • 7
    • 35348964682 scopus 로고    scopus 로고
    • On working mechanism of tensional surfaces in abutment stability analysis of arch dam
    • YANG Qiang, ZHU Ling, LIU Fu-shen. On working mechanism of tensional surfaces in abutment stability analysis of arch dam[J], Water Power, 2005, 31(7): 36-38.
    • (2005) Water Power , vol.31 , Issue.7 , pp. 36-38
    • Yang, Q.1    Zhu, L.2    Liu, F.-S.3
  • 8
    • 1442302463 scopus 로고    scopus 로고
    • Parallel 3-D finite element analysis using jacobi conditioned conjugate gradient based on element-by-element policy
    • LIU Yao-ru, ZHOU Wei-yuan, CHEN Xin, et al. Parallel 3-D finite element analysis using jacobi conditioned conjugate gradient based on element-by-element policy[J]. Rock and Soil Mechanics, 2003, 24(Supp. 2): 69-72.
    • (2003) Rock and Soil Mechanics , vol.24 , Issue.SUPPL.2 , pp. 69-72
    • Liu, Y.-R.1    Zhou, W.-Y.2    Chen, X.3
  • 9
    • 23444448165 scopus 로고    scopus 로고
    • Parallel 3-D finite element analysis and its application to hydraulic engineering
    • LIU Yao-ru, ZHOU Wei-yuan, YANG Qiang, et al. Parallel 3-D finite element analysis and its application to hydraulic engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(14): 2434-2438.
    • (2005) Chinese Journal of Rock Mechanics and Engineering , vol.24 , Issue.14 , pp. 2434-2438
    • Liu, Y.-R.1    Zhou, W.-Y.2    Yang, Q.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.