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Volumn , Issue , 2006, Pages 383-389

Elastic-plastic flexure of embedded retaining walls

Author keywords

[No Author keywords available]

Indexed keywords

ELASTIC PLASTICS; EUROCODE 3; MOMENT REDUCTIONS; PEAK MOMENTS; PERFECT PLASTICITIES; PLASTIC DESIGNS; PLASTIC ROTATION CAPACITIES; REALISTIC MODELS; REINFORCED CONCRETE WALLS; SOIL ARCHING EFFECTS; STEEL SHEET PILES;

EID: 56149124080     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (1)

References (11)
  • 1
    • 0004103817 scopus 로고    scopus 로고
    • Eurocode 3: Design of steel structures, Part 5 - Piling
    • EN 1993-5
    • EN 1993-5, 'Eurocode 3: Design of steel structures, Part 5 - Piling'.
  • 2
    • 33646163480 scopus 로고    scopus 로고
    • Eurocode 7: Geotechnical Design, Part 1 - General
    • EN 1997-1, rules
    • EN 1997-1, 'Eurocode 7: Geotechnical Design, Part 1 - General rules'.
  • 8
    • 0017722509 scopus 로고    scopus 로고
    • Lade, P.V. 1977. Elastic-plastic stress-strain theory for cohesionless soil with curved yield surfaces. Intl. J. Solids & Stuct, 13, 1019-1035
    • Lade, P.V. 1977. Elastic-plastic stress-strain theory for cohesionless soil with curved yield surfaces. Intl. J. Solids & Stuct, Vol. 13, 1019-1035
  • 11
    • 0003082469 scopus 로고
    • Anchored Sheet-Pile Walls
    • and Discussion 616-647
    • Rowe, P.W. 1952. Anchored Sheet-Pile Walls. Proceedings Institution of Civil Engineers, Vol. 1, Part 1, 27-70 and Discussion 616-647.
    • (1952) Proceedings Institution of Civil Engineers , vol.1 , Issue.PART 1 , pp. 27-70
    • Rowe, P.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.