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Volumn , Issue 101, 2000, Pages 18-32

Importance of three-dimensional slope stability analyses in practice

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER AIDED ANALYSIS; COMPUTER SOFTWARE; SAFETY FACTOR; SHEAR STRENGTH;

EID: 0033712244     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (26)

References (20)
  • 3
    • 0003618670 scopus 로고
    • Three-dimensional slope stability analysis
    • Purdue University, West Lafayette, IN, USA
    • Chen, R.H. (1981), Three-Dimensional Slope Stability Analysis, Report JHRP-81-17, Purdue University, West Lafayette, IN, USA.
    • (1981) Report JHRP-81-17
    • Chen, R.H.1
  • 4
    • 0020641965 scopus 로고
    • Three-dimensional limit equilibrium analysis of slopes
    • Chen, R.H. and Chameau, J.-L. (1983), "Three-Dimensional Limit Equilibrium Analysis of Slopes," Geotechnique, 32(1): 31-40.
    • (1983) Geotechnique , vol.32 , Issue.1 , pp. 31-40
    • Chen, R.H.1    Chameau, J.-L.2
  • 6
    • 0003240207 scopus 로고
    • Evolution, mechanics and mitigation of the Portuguese Bend Landslide, Palos Verdes Peninsula, California
    • B. W. Pipkin and R. J. Proctor, eds., Star Publishing Co., Belmont, Calif.
    • Ehlig, P. L. (1992), "Evolution, Mechanics and Mitigation of the Portuguese Bend Landslide, Palos Verdes Peninsula, California," Engineering Geology Practice in Southern California, B. W. Pipkin and R. J. Proctor, eds., Star Publishing Co., Belmont, Calif., pp. 531-553.
    • (1992) Engineering Geology Practice in Southern California , pp. 531-553
    • Ehlig, P.L.1
  • 8
    • 0024857418 scopus 로고
    • Evaluation of a three-dimensional method of slope stability analysis
    • Hungr, O., Salgado, F.M., and Byrne, P.M. (1989). "Evaluation of a three-dimensional method of slope stability analysis," Canadian Geotechnical Journal, 26: 679-686.
    • (1989) Canadian Geotechnical Journal , vol.26 , pp. 679-686
    • Hungr, O.1    Salgado, F.M.2    Byrne, P.M.3
  • 9
  • 13
    • 0022923445 scopus 로고
    • Three-dimensional slope stability: End effects
    • Leshchinsky, D. and Baker, R. (1986), "Three-Dimensional Slope Stability: End Effects," Soils and Foundations, 26(4): 98-110.
    • (1986) Soils and Foundations , vol.26 , Issue.4 , pp. 98-110
    • Leshchinsky, D.1    Baker, R.2
  • 15
    • 0025413577 scopus 로고
    • Kettleman Hills waste landfill slope failure. II: Stability analysis
    • ASCE
    • Seed, R.B., Mitchell, J.K. and Seed, H.B. (1990), "Kettleman Hills Waste Landfill Slope Failure. II: Stability Analysis," Journal of Geotechnical Engineering, ASCE, 116(4): 669-689.
    • (1990) Journal of Geotechnical Engineering , vol.116 , Issue.4 , pp. 669-689
    • Seed, R.B.1    Mitchell, J.K.2    Seed, H.B.3
  • 17
    • 0032216155 scopus 로고    scopus 로고
    • Performance of three-dimensional slope stability methods in practice
    • ASCE
    • Stark, T.D. and Eid, H. T. (1998), "Performance of Three-Dimensional Slope Stability Methods in Practice," Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 124(11): 1049-1060.
    • (1998) Journal of Geotechnical and Geoenvironmental Engineering , vol.124 , Issue.11 , pp. 1049-1060
    • Stark, T.D.1    Eid, H.T.2
  • 18
    • 0028166634 scopus 로고
    • Landfill liner interface strengths from torsional ring shear tests
    • ASCE
    • Stark, T.D. and Poeppel, A.R. (1994), "Landfill Liner Interface Strengths from Torsional Ring Shear Tests," Journal of Geotechnical Engineering, ASCE, 120(3): 597-615.
    • (1994) Journal of Geotechnical Engineering , vol.120 , Issue.3 , pp. 597-615
    • Stark, T.D.1    Poeppel, A.R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.