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Canadian Geotechnical Journal
Volumn 38, Issue 5, 2001, Pages 1149-1150
Static and seismic passive earth pressure coefficients on rigid retaining structures: Discussion
Author keywords

[No Author keywords available]
Indexed keywords

EID: 57249098810     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/cgj-38-5-1149     Document Type: Note
Times cited : (5)
References (3)
  • 1
    • 0027835150 scopus 로고
    • Limit load in translations failure mechanisms for associated and non-associated materials
    • Drescher, A., and Detournay, E. 1993. Limit load in translations failure mechanisms for associated and non-associated materials. Geotechnique, 43: 443-456.
    • (1993) Geotechnique , vol.43 , pp. 443-456
    • Drescher, A.1    Detournay, E.2
  • 2
    • 0031105505 scopus 로고    scopus 로고
    • Passive pressure coefficients, critical failure surface and its kinematic admissibility
    • Kumar, J., and Subba Rao, K.S. 1997. Passive pressure coefficients, critical failure surface and its kinematic admissibility. Geotechnique, 47: 185-192.
    • (1997) Geotechnique , vol.47 , pp. 185-192
    • Kumar, J.1    Subba Rao, K.S.2
  • 3
    • 0034740349 scopus 로고    scopus 로고
    • Seismic passive earth pressure coefficients for sands
    • Kumar, J. 2001. Seismic passive earth pressure coefficients for sands. Canadian Geotechnical Journal, 38: 876-881.
    • (2001) Canadian Geotechnical Journal , vol.38 , pp. 876-881
    • Kumar, J.1

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.