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Volumn 2, Issue , 2009, Pages 1159-1166

Experimental study on bearing capacity of geocell-reinforced bases

Author keywords

[No Author keywords available]

Indexed keywords

BASE COURSE; BASE-COURSE MATERIALS; DESIGN METHOD; EXPERIMENTAL STUDIES; GEOCELL REINFORCEMENT; GEOCELLS; GEOSYNTHETICS; INFILL MATERIALS; LABORATORY TEST; PERMANENT DEFORMATIONS; REPEATED LOADING; RIVER SANDS; SOIL CONFINEMENT; STIFFNESS IMPROVEMENT; SURFACE DEFORMATION;

EID: 84859893950     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (18)

References (13)
  • 1
    • 0024179533 scopus 로고
    • Large-scale model tests of geocomposite mattresses over peat subgrades
    • Bathurst, R.J. & Jarrett, P.M. 1989. Large-scale model tests of geocomposite mattresses over peat subgrades. Transportation Research Record 1188: 28-36.
    • (1989) Transportation Research Record , vol.1188 , pp. 28-36
    • Bathurst, R.J.1    Jarrett, P.M.2
  • 3
    • 4143065737 scopus 로고    scopus 로고
    • Design method for geogrid-reinforced unpaved roads. I. Development of design method
    • Giroud, J.P. & Han, J. 2004. Design method for geogrid-reinforced unpaved roads. I. Development of design method. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 130 (8): 775-786.
    • (2004) ASCE Journal of Geotechnical and Geoenvironmental Engineering , vol.130 , Issue.8 , pp. 775-786
    • Giroud, J.P.1    Han, J.2
  • 7
    • 33947432010 scopus 로고    scopus 로고
    • Resilient modulus and plastic deformation of soil confined in a geocell
    • Mengelt, M.J., Edil, T.B. & Benson, C.H. 2006. Resilient modulus and plastic deformation of soil confined in a geocell. Geosynthetic International. 13(5): 195-205.
    • (2006) Geosynthetic International , vol.13 , Issue.5 , pp. 195-205
    • Mengelt, M.J.1    Edil, T.B.2    Benson, C.H.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.