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Volumn 157, Issue 3, 2004, Pages 143-151

A philosophy for a performance specification for road foundations

Author keywords

Foundations; Roads and highways

Indexed keywords

DEFORMATION; LOADING; PAVEMENTS; SPECIFICATIONS; STIFFNESS; STRENGTH OF MATERIALS;

EID: 4644256371     PISSN: 0965092X     EISSN: None     Source Type: Journal    
DOI: 10.1680/tran.2004.157.3.143     Document Type: Article
Times cited : (5)

References (34)
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    • Brown, S.F.1
  • 2
    • 3342941663 scopus 로고
    • Road Research Laboratory Road Research Laboratory (RRL), Crowthorne Road Note 29, 3rd edn
    • Road Research Laboratory. A Guide to the Structural Design of Pavements for New Roads. Road Research Laboratory (RRL), Crowthorne, 1970, Road Note 29, 3rd edn.
    • (1970) A Guide to the Structural Design of Pavements for New Roads
  • 4
    • 0003878518 scopus 로고
    • Department of Transport. HD 25/94 foundations HMSO, London, 1994
    • Department of Transport. (1994) HD 25/94 foundations. In Design Manual for Roads and Bridges, Vol. 7, HMSO, London, 1994.
    • (1994) Design Manual for Roads and Bridges , vol.7
  • 11
    • 0002344512 scopus 로고
    • The relationship between California Bearing Ratio and elastic stiffness for compacted clays
    • Brown S. F., O'Reilly M. P. and Loach S. C. The relationship between California Bearing Ratio and elastic stiffness for compacted clays. Ground Engineering, 1990, 23, No. 8, 27-31.
    • (1990) Ground Engineering , vol.8 , Issue.23 , pp. 27-31
    • Brown, S.F.1    O'Reilly, M.P.2    Loach, S.C.3
  • 12
    • 0020410635 scopus 로고
    • An analysis of the California Bearing Ratio test in saturated clays
    • Hight D. W. and Stevens M. G. H. An analysis of the California Bearing Ratio test in saturated clays. Géotechnique, 1982, 32, No. 4, 315-322.
    • (1982) Géotechnique , vol.4 , Issue.32 , pp. 315-322
    • Hight, D.W.1    Stevens, M.G.H.2
  • 23
    • 0032002391 scopus 로고    scopus 로고
    • Modelling permanent deformation behaviour of unbound granular materials
    • Lekarp F. and Dawson R. Modelling permanent deformation behaviour of unbound granular materials. Construction Building Materials, 1998, 12, No. 1, 9-18.
    • (1998) Construction Building Materials , vol.12 , Issue.1 , pp. 9-18
    • Lekarp, F.1    Dawson, R.2
  • 26
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    • A new variable impact test for low-volume roads
    • also presented to International Conference on Low-Volume Roads, New Orleans, USA, May 1991
    • King G., Fleming P. R., Boyce J. R. and Rogers C. D. F. A new variable impact test for low-volume roads. Transportation Research Record 1291, 1991, 2, 204-211 (also presented to International Conference on Low-Volume Roads, New Orleans, USA, May 1991).
    • (1991) Transportation Research Record 1291 , vol.2 , pp. 204-211
    • King, G.1    Fleming, P.R.2    Boyce, J.R.3    Rogers, C.D.F.4
  • 32
    • 0035665882 scopus 로고    scopus 로고
    • Assessment of a performance specification approach for pavement foundations
    • Fleming P. R., Rogers C. D. F. and Frost M. W. Assessment of a performance specification approach for pavement foundations. Transportation Research Record 2001, 1757, 100-110.
    • (2001) Transportation Research Record , vol.1757 , pp. 100-110
    • Fleming, P.R.1    Rogers, C.D.F.2    Frost, M.W.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.