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Volumn 29, Issue 1, 2008, Pages 94-100

Computational accuracy of stability analysis based on 3-D multi-grid method

Author keywords

Interpolation; Rigid limit equilibrium method; Slide blocks; Sliding surfaces

Indexed keywords

FINITE ELEMENT METHOD; INTERPOLATION; ROCK MECHANICS; THREE DIMENSIONAL;

EID: 39749110081     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (5)

References (8)
  • 2
    • 15944381419 scopus 로고    scopus 로고
    • The 3D limit method for slope stability analysis and applications
    • MI Hong-Hang, CHEN Zu-yu, ZHANG Fa-ming, et al. The 3D limit method for slope stability analysis and applications[J]. Rock and Soil Mechanics, 2002, 5(23): 650-653.
    • (2002) Rock and Soil Mechanics , vol.5 , Issue.23 , pp. 650-653
    • Mi, H.-H.1    Chen, Z.-Y.2    Zhang, F.-M.3
  • 3
    • 39749144330 scopus 로고    scopus 로고
    • 3D limit analysis of stability of high slope at intake of huge hydropower station
    • YANG Jian, WANG Yu-jie, CHEN Zu-yu, et al. 3D limit analysis of stability of high slope at intake of huge hydropower station[J]. Rock and Soil Mechanics, 2004, 6(25): 991-994.
    • (2004) Rock and Soil Mechanics , vol.6 , Issue.25 , pp. 991-994
    • Yang, J.1    Wang, Y.-J.2    Chen, Z.-Y.3
  • 4
    • 15944398709 scopus 로고    scopus 로고
    • Generalized 3D limit-equilibrium method for slope stability analysis and its application
    • ZHANG Jun-feng, DING Hua. Generalized 3D limit-equilibrium method for slope stability analysis and its application[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(3): 365-370.
    • (2005) Chinese Journal of Rock Mechanics and Engineering , vol.24 , Issue.3 , pp. 365-370
    • Zhang, J.-F.1    Ding, H.2
  • 5
    • 0036870459 scopus 로고    scopus 로고
    • An effective method for evaluating ultimate bearing capacity of arch dam
    • YANG Qiang, CHEN Xin, ZHOU Wei-yuan, et al. An effective method for evaluating ultimate bearing capacity of arch dam[J]. Journal of Hydraulic Engineering, 2002, (11): 60-65.
    • (2002) Journal of Hydraulic Engineering , Issue.11 , pp. 60-65
    • Yang, Q.1    Chen, X.2    Zhou, W.-Y.3
  • 6
    • 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, (7): 36-38.
    • (2005) Water Power , Issue.7 , pp. 36-38
    • Yang, Q.1    Zhu, L.2    Liu, F.-S.3
  • 7
    • 27744451963 scopus 로고    scopus 로고
    • On mechanism of rigid limit equilibrium method for abutment stability analysis of arch dam
    • YANG Qiang, ZHU Ling, ZHAI Ming-jie. On mechanism of rigid limit equilibrium method for abutment stability analysis of arch dam[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(19): 3403-3409.
    • (2005) Chinese Journal of Rock Mechanics and Engineering , vol.24 , Issue.19 , pp. 3403-3409
    • Yang, Q.1    Zhu, L.2    Zhai, M.-J.3
  • 8
    • 29244440735 scopus 로고    scopus 로고
    • Slope stability analysis based on 3D multi-grid method and its application to Jinping High Slope
    • YANG Qiang, ZHU Ling, XUE Li-jun. Slope stability analysis based on 3D multi-grid method and its application to Jinping High Slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(S2): 5313-5318.
    • (2005) Chinese Journal of Rock Mechanics and Engineering , vol.24 , Issue.S2 , pp. 5313-5318
    • Yang, Q.1    Zhu, L.2    Xue, L.-J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.