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Volumn 135, Issue 3, 2009, Pages 309-315

On global equilibrium in design of geosynthetic reinforced walls

Author keywords

Design; Earth pressure; Equilibrium; Geosynthetics; Soil stabilization; Walls

Indexed keywords

CONCRETE CONSTRUCTION; DESIGN; GEOSYNTHETIC MATERIALS; PRESSURE DISTRIBUTION; RETAINING WALLS; SOIL MECHANICS; SOILS; STABILIZATION; STIFFNESS;

EID: 60649096485     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2009)135:3(309)     Document Type: Article
Times cited : (42)

References (10)
  • 3
    • 84914817794 scopus 로고    scopus 로고
    • "Application of the Ko-stiffness method to reinforced soil wall limit state design"
    • Washington State Department of Transportation, Olympia, Wash
    • Allen, T., and Bathurst, R. (2001a). "Application of the Ko-stiffness method to reinforced soil wall limit state design." WA-RD 528.1, Washington State Department of Transportation, Olympia, Wash.
    • (2001) WA-RD 528.1
    • Allen, T.1    Bathurst, R.2    Allen, T.3    Bathurst, R.4
  • 4
    • 33751212804 scopus 로고    scopus 로고
    • "Prediction of soil reinforcement loads in mechanically stabilized earth (MSE) walls"
    • Washington State Department of Transportation, Olympia, Wash
    • Allen, T., and Bathurst, R. (2001b). "Prediction of soil reinforcement loads in mechanically stabilized earth (MSE) walls." WA-RD 522.1, Washington State Department of Transportation, Olympia, Wash.
    • (2001) WA-RD 522.1
    • Allen, T.1    Bathurst, R.2    Allen, T.3    Bathurst, R.4
  • 5
    • 84914813558 scopus 로고    scopus 로고
    • "Prediction of reinforcement loads in reinforced soil walls"
    • Revised, Washington State Department of Transportation, Olympia, Wash
    • Allen, T., and Bathurst, R. (2003). "Prediction of reinforcement loads in reinforced soil walls." WA-RD-522.2, Revised, Washington State Department of Transportation, Olympia, Wash.
    • (2003) WA-RD-522.2
    • Allen, T.1    Bathurst, R.2    Allen, T.3    Bathurst, R.4
  • 6
    • 1642529009 scopus 로고    scopus 로고
    • "An integrated limiting equilibrium approach for design of reinforced soil retaining structures: Part I - Formulation"
    • ZZZZZZ0266-1144
    • Baker, R., and Klein, Y. (2003). "An integrated limiting equilibrium approach for design of reinforced soil retaining structures: Part I - Formulation." Geotext. Geomembr. ZZZZZZ0266-1144, 22(30), 119-150.
    • (2003) Geotext. Geomembr. , vol.22 , Issue.30 , pp. 119-150
    • Baker, R.1    Klein, Y.2
  • 8
    • 0001477439 scopus 로고
    • "Unified design approach to geosynthetic reinforced slopes and segmental walls"
    • GINTFD1072-6349
    • Leshchinsky, D., Ling, H. I., and Hanks, G. (1995). "Unified design approach to geosynthetic reinforced slopes and segmental walls." Geosynthet. Int. GINTFD1072-6349, 2(5), 845-881.
    • (1995) Geosynthet. Int. , vol.2 , Issue.5 , pp. 845-881
    • Leshchinsky, D.1    Ling, H.I.2    Hanks, G.3
  • 9
    • 0004027721 scopus 로고    scopus 로고
    • National Concrete Masonry Association (NCMA). 2nd Ed., J. G. Collin, ed., Herndon, Va
    • National Concrete Masonry Association (NCMA). (1997). Design manual for segmental retaining walls, 2nd Ed., J. G. Collin, ed., Herndon, Va.
    • (1997) Design Manual for Segmental Retaining Walls


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.