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Volumn 5, Issue 4, 2004, Pages 201-209

Behaviour of subgrade soil reinforced with geogrid

Author keywords

CBR; Geogrids; Permanent strain; Resilient modulus; Triaxial

Indexed keywords

ECONOMIC AND SOCIAL EFFECTS; ELASTICITY; PAVEMENTS; REINFORCEMENT; STRAIN; STRUCTURAL LOADS;

EID: 17044384056     PISSN: 10298436     EISSN: None     Source Type: Journal    
DOI: 10.1080/1029843042000327122     Document Type: Article
Times cited : (38)

References (15)
  • 1
    • 0004048514 scopus 로고
    • The American Association of State Highway and Transportation Officials, Washington DC, USA
    • AASHTO (1993) AASHTO Guide for Design of Flexible Pavements Structures (The American Association of State Highway and Transportation Officials, Washington DC, USA).
    • (1993) AASHTO Guide for Design of Flexible Pavements Structures
  • 2
    • 0003799332 scopus 로고
    • National Cooperative Highway Research Program Report No. 315 (Transportation Research Board, National Research Council, Washington DC, USA)
    • Barksdale, R.D., Brown, S.F. and Chan, F. (1989) Potential Benefits of Geosynthetics in Flexible Pavement Systems. National Cooperative Highway Research Program Report No. 315 (Transportation Research Board, National Research Council, Washington DC, USA), pp 5-8.
    • (1989) Potential Benefits of Geosynthetics in Flexible Pavement Systems , pp. 5-8
    • Barksdale, R.D.1    Brown, S.F.2    Chan, F.3
  • 3
    • 0007444955 scopus 로고
    • Proc. Int. Conf. on the Use of Fabric in Geotechnics, Ecole National des Ponts et Chaussees, Paris
    • Broms, B.B. (1977) Triaxial Tests with Fabric-reinforced Soil. Proc. Int. Conf. on the Use of Fabric in Geotechnics, Ecole National des Ponts et Chaussees, Paris, Vol. 3, pp 129-134.
    • (1977) Triaxial Tests with Fabric-reinforced Soil , vol.3 , pp. 129-134
    • Broms, B.B.1
  • 7
    • 0033706050 scopus 로고    scopus 로고
    • State of the art II: Permanent strain response of unbound aggregates
    • Lekarp, Fredrick, Isacsson, Ulf and Dawson, Andrew (2000) "State of the art II: permanent strain response of unbound aggregates", Int. J. Transport. Eng. ASCE 126(1), 76-83.
    • (2000) Int. J. Transport. Eng. ASCE , vol.126 , Issue.1 , pp. 76-83
    • Lekarp, F.1    Isacsson, U.2    Dawson, A.3
  • 8
    • 0019615153 scopus 로고
    • Geotextile reinforced unpaved road design
    • Giroud, J.P. and Noiry, L. (1981) "Geotextile reinforced unpaved road design", Int. J. Geotech. Eng. ASCE 107(9), 1233-1254.
    • (1981) Int. J. Geotech. Eng. ASCE , vol.107 , Issue.9 , pp. 1233-1254
    • Giroud, J.P.1    Noiry, L.2
  • 12
    • 0025199643 scopus 로고
    • Polymer grid reinforced pavement on soft clay grounds
    • Miura, N., Saki, A. and Taesiri, Y. (1990) "Polymer grid reinforced pavement on soft clay grounds", Int. J. Geotextiles Geomembr. 9, 99-123.
    • (1990) Int. J. Geotextiles Geomembr. , vol.9 , pp. 99-123
    • Miura, N.1    Saki, A.2    Taesiri, Y.3
  • 15
    • 0029415536 scopus 로고
    • Resilient modulus of cohesive soils and the effect of freeze -thaw
    • Woojin, Lee, Bohra, N.C., Altschaeffi, A.G. and White, T.D. (1995) "Resilient modulus of cohesive soils and the effect of freeze -thaw", Can. Geotech. J. 32, 559-568.
    • (1995) Can. Geotech. J. , vol.32 , pp. 559-568
    • Lee, W.1    Bohra, N.C.2    Altschaeffi, A.G.3    White, T.D.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.