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Volumn 47, Issue 1, 1997, Pages 185-192

Passive pressure coefficients, critical failure surface and its kinematic admissibility

Author keywords

Earth pressure; Failure; Limit analysis; Ptasticity; Retaining walls; Sands

Indexed keywords

FAILURE ANALYSIS; PLASTICITY; PRESSURE EFFECTS; RETAINING WALLS; SAND; SOIL STRUCTURE INTERACTIONS;

EID: 0031105505     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1997.47.1.185     Document Type: Article
Times cited : (70)

References (16)
  • 2
    • 5344230623 scopus 로고
    • Soil mechanics and theorems of limit analysis
    • Chen, W. F. (1969). Soil mechanics and theorems of limit analysis. J Soil Mech. and Found. Engng Div., ASCE 95, SM2, 493-518.
    • (1969) J Soil Mech. and Found. Engng Div., ASCE , vol.95 , Issue.SM2 , pp. 493-518
    • Chen, W.F.1
  • 4
    • 0001536682 scopus 로고
    • Calculation of passive pressure in sand
    • Graham, J. (1971). Calculation of passive pressure in sand. Can. Geotech, J. 8, 566-578.
    • (1971) Can. Geotech, J. , vol.8 , pp. 566-578
    • Graham, J.1
  • 6
    • 0000965807 scopus 로고
    • Earth pressure and bearing capacity calculations by generalized method of slices
    • Janbu, N. (1957). Earth pressure and bearing capacity calculations by generalized method of slices. Proc. 4th Int. Conf. Soil. Mech. Found. Engng, London, Vol II, pp. 207-213.
    • (1957) Proc. 4th Int. Conf. Soil. Mech. Found. Engng, London , vol.2 , pp. 207-213
    • Janbu, N.1
  • 11
    • 0002655204 scopus 로고
    • A theoretical study of the pressure acting on a rigid wall by a sloping earth or rockfill
    • Lee, I. K. and Herington, J. R. (1972). A theoretical study of the pressure acting on a rigid wall by a sloping earth or rockfill. Géotechnique 22, No. 1, 1-27.
    • (1972) Géotechnique , vol.22 , Issue.1 , pp. 1-27
    • Lee, I.K.1    Herington, J.R.2
  • 12
    • 0024737563 scopus 로고
    • Resistance of passive inclined anchors in cohesionless medium
    • Murray, E. J. & Geddes, J. D. (1989). Resistance of passive inclined anchors in cohesionless medium. Géotechnique 39, No. 3, 417-431.
    • (1989) Géotechnique , vol.39 , Issue.3 , pp. 417-431
    • Murray, E.J.1    Geddes, J.D.2
  • 13
    • 0000858884 scopus 로고
    • Passive pressure coefficients for sand
    • Shields, D. H. & Tolunay, Z. A. (1972) Passive pressure coefficients for sand. Can. Geotech. J. 9, 501-503.
    • (1972) Can. Geotech. J. , vol.9 , pp. 501-503
    • Shields, D.H.1    Tolunay, Z.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.