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Volumn 20, Issue 1, 1997, Pages 95-104

On the influence of soil strength brittleness and nonlinearity on slope stability

Author keywords

[No Author keywords available]

Indexed keywords

BRITTLENESS; COMPRESSIVE STRENGTH; FRICTION; NUMERICAL METHODS; SAFETY FACTOR; SHEAR STRENGTH; SHEAR STRESS; SLOPE STABILITY;

EID: 0030999593     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(96)00014-6     Document Type: Article
Times cited : (15)

References (16)
  • 2
    • 0021054061 scopus 로고
    • Strength of jointed rock masses
    • Hock, E., Strength of jointed rock masses. Geotechnique, 1983, 33(3), 187-223.
    • (1983) Geotechnique , vol.33 , Issue.3 , pp. 187-223
    • Hock, E.1
  • 4
    • 0023526196 scopus 로고
    • Limit equilibrium method with local factors of safety for slope stability
    • Srbulov, M., Limit equilibrium method with local factors of safety for slope stability. Canadian Geotechnical Journal, 1987, 24(4), 652-656.
    • (1987) Canadian Geotechnical Journal , vol.24 , Issue.4 , pp. 652-656
    • Srbulov, M.1
  • 5
    • 0025722647 scopus 로고
    • Bearing capacity of a strip footing on brittle rock
    • Srbulov, M., Bearing capacity of a strip footing on brittle rock. Rock Mechanics and Rock Engineering, 1991, 24(4), 53-59.
    • (1991) Rock Mechanics and Rock Engineering , vol.24 , Issue.4 , pp. 53-59
    • Srbulov, M.1
  • 6
    • 0029509420 scopus 로고
    • A simple method for the analysis of stability of slopes in brittle soil
    • Srbulov, M., A simple method for the analysis of stability of slopes in brittle soil. Soils and Foundations, 1995, 35(4), 123-127.
    • (1995) Soils and Foundations , vol.35 , Issue.4 , pp. 123-127
    • Srbulov, M.1
  • 8
    • 84993995958 scopus 로고
    • The use of slip circle for stability analysis
    • Bishop, A. W., The use of slip circle for stability analysis. Geotechnique, 1955, 5(1), 7-17.
    • (1955) Geotechnique , vol.5 , Issue.1 , pp. 7-17
    • Bishop, A.W.1
  • 9
    • 0024649942 scopus 로고
    • Nonlinear failure envelope for soils
    • Maksimovic, M., Nonlinear failure envelope for soils. Geotechnical Engineering, A.S.C.E, 1989, 115(4), 581-586.
    • (1989) Geotechnical Engineering, A.S.C.E , vol.115 , Issue.4 , pp. 581-586
    • Maksimovic, M.1
  • 10
    • 0024681134 scopus 로고
    • On the residual shearing strength of clays
    • Maksimovic, M., On the residual shearing strength of clays. Geotechnique, 1989, 39(2), 347-351.
    • (1989) Geotechnique , vol.39 , Issue.2 , pp. 347-351
    • Maksimovic, M.1
  • 12
    • 0043119912 scopus 로고
    • Nonlinear failure envelope for the limit state design
    • International Symposium on Limit State Design in Geotechnical Engineering (Copenhagen)
    • Maksimovic, M., Nonlinear failure envelope for the limit state design. International Symposium on Limit State Design in Geotechnical Engineering (Copenhagen). Bul. Danish Geotechn. Soc., 1993, 10, 131-140.
    • (1993) Bul. Danish Geotechn. Soc. , vol.10 , pp. 131-140
    • Maksimovic, M.1
  • 13
    • 0042118032 scopus 로고
    • New description of the shear strength for rock joints
    • Maksimovic, M., New description of the shear strength for rock joints. Rock Mechanics and Rock Engineering, 1992, 25(4), 275-284.
    • (1992) Rock Mechanics and Rock Engineering , vol.25 , Issue.4 , pp. 275-284
    • Maksimovic, M.1
  • 16
    • 0028668676 scopus 로고
    • Surficial stability of compacted clay: Case study
    • Day, R. W., Surficial stability of compacted clay: case study. Geotechnical Engineering, A.S.C.E., 1994, 120(11), 1980-1990.
    • (1994) Geotechnical Engineering, A.S.C.E. , vol.120 , Issue.11 , pp. 1980-1990
    • Day, R.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.