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Volumn , Issue 2045, 2008, Pages 95-101

Behavior of geocell-reinforced sand under a vertical load

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; GEOTECHNICAL ENGINEERING; REINFORCEMENT; SHEAR STRESS; SOIL MECHANICS; TESTING;

EID: 52649161807     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2045-11     Document Type: Article
Times cited : (95)

References (8)
  • 3
    • 33947432010 scopus 로고    scopus 로고
    • Resilient Modulus and Plastic Deformation of Soil Confined in a Geocell
    • Mengelt, M., T. B. Edil, and H. H. Benson. Resilient Modulus and Plastic Deformation of Soil Confined in a Geocell. Geosynthetics International, Vol. 13, No. 5, 2006, pp. 195-205.
    • (2006) Geosynthetics International , vol.13 , Issue.5 , pp. 195-205
    • Mengelt, M.1    Edil, T.B.2    Benson, H.H.3
  • 5
    • 85173159917 scopus 로고    scopus 로고
    • Investigation of the Bearing Capacity and Dynamic-Elastic Behavior of Mechanical Stabilization of Sandy Subgrade Using Geocells
    • Presented at, Washington, D.C
    • Chang, T.-T., C.-H. Chang, and S.-W. Pai. Investigation of the Bearing Capacity and Dynamic-Elastic Behavior of Mechanical Stabilization of Sandy Subgrade Using Geocells. Presented at 87th Annual Meeting of the Transportation Research Board, Washington, D.C., 2008.
    • (2008) 87th Annual Meeting of the Transportation Research Board
    • Chang, T.-T.1    Chang, C.-H.2    Pai, S.-W.3
  • 7
    • 52649105015 scopus 로고    scopus 로고
    • Itasca Consulting Group, Minneapolis, Minn
    • FLAC3D Version 3.1 User's Guide. Itasca Consulting Group, Minneapolis, Minn., 2006.
    • (2006) FLAC3D Version 3.1 User's Guide
  • 8
    • 33645780359 scopus 로고    scopus 로고
    • Geogrid-Reinforced Pile-Supported Rail-way Embankments: The Three-Dimensional Numerical Analysis
    • Transportation Research Board of the National Academies, Washington, D.C
    • Huang, J., J. Han, and J. G. Collin. Geogrid-Reinforced Pile-Supported Rail-way Embankments: The Three-Dimensional Numerical Analysis. In Transportation Research Record: Journal of the Transportation Research Board, No. 1936. Transportation Research Board of the National Academies, Washington, D.C., 2005, pp. 221-229.
    • (2005) Transportation Research Record: Journal of the Transportation Research Board, No. 1936 , pp. 221-229
    • Huang, J.1    Han, J.2    Collin, J.G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.