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Volumn 126, Issue 1, 2000, Pages 75-80

Significance of soil dilatancy in slope stability analysis

Author keywords

[No Author keywords available]

Indexed keywords

DILATANCY; FINITE ELEMENT METHOD; SLOPE STABILITY; SOIL MECHANICS;

EID: 0033501360     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2000)126:1(75)     Document Type: Article
Times cited : (142)

References (18)
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  • 3
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    • Davis, E. H., and Booker, J. R. (1973). "Some adaptations of classical plasticity theory for soil stability problems." Proc., Symp. Plast. Soil Mech., A. Palmer, ed., Cambridge University Press, Cambridge, 24-41.
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    • Drescher, A.1    Detouney, E.2
  • 5
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    • Soil mechanics and plastic analysis or limit design
    • Drucker, D. C., and Prager, W. (1952). "Soil mechanics and plastic analysis or limit design." Quarterly of Appl. Mathematics, 10, 157-165.
    • (1952) Quarterly of Appl. Mathematics , vol.10 , pp. 157-165
    • Drucker, D.C.1    Prager, W.2
  • 6
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    • Computation of bearing capacity on layered soils
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    • Griffith, D. V. (1982). "Computation of bearing capacity on layered soils." Proc., 4th Int. Conf. Num. Meth. Geomech., Z. Eisenstein, ed., Balkema, Rotterdam, The Netherlands.
    • (1982) Proc., 4th Int. Conf. Num. Meth. Geomech.
    • Griffith, D.V.1
  • 7
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    • Bearing capacity of footing over two-layer foundation soils
    • ASCE
    • Michalowski, R. L., and Shi, L. (1995). "Bearing capacity of footing over two-layer foundation soils." J. Geotech. Engrg., ASCE, 121(5), 421-428.
    • (1995) J. Geotech. Engrg. , vol.121 , Issue.5 , pp. 421-428
    • Michalowski, R.L.1    Shi, L.2
  • 8
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    • Cap models for clay strata to footing loads
    • Mizuno, E., and Chen, W. F. (1983). "Cap models for clay strata to footing loads." Comp. and Struct., 17, 511-528.
    • (1983) Comp. and Struct. , vol.17 , pp. 511-528
    • Mizuno, E.1    Chen, W.F.2
  • 11
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    • The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
    • London, Series A
    • Rowe, P. W. (1962). "The stress-dilatancy relation for static equilibrium of an assembly of particles in contact." Proc., Royal Soc., London, Series A, 269, 500-527.
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    • Rowe, P.W.1
  • 12
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    • Rowe, P. W. (1963). "Stress-dilatancy, earth pressure and slopes." J. Soil Mech. and Found. Div., ASCE, 89(5), 37-61.
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    • Rowe, P.W.1
  • 13
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    • Passive earth pressure measurements
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    • Rowe, P. W., and Peaker, K. (1965). "Passive earth pressure measurements." Géotechnique, London, 15(1), 57-78.
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    • Rowe, P.W.1    Peaker, K.2
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  • 15
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  • 18
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.