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Volumn 117, Issue 1, 1996, Pages 40-49

Reduced rutting in unbound granular pavement layers through improved grading design

Author keywords

[No Author keywords available]

Indexed keywords

GRADING DESIGN; LOAD TRIAXIAL TEST; RUTTING; UNBOUND GRANULAR PAVEMENT LAYERS; WHEEL TRACKING;

EID: 0030086306     PISSN: 0965092X     EISSN: None     Source Type: Journal    
DOI: 10.1680/itran.1996.28142     Document Type: Article
Times cited : (36)

References (26)
  • 8
    • 0038943954 scopus 로고
    • Rational model for the flexible pavement deformations. Proc. 6th Int. Co/, o Struct. Design of Asphalt Pavements
    • JOUVE P., MARTINEZ J., PAUTE J. L. and RAGNEAU E. Rational model for the flexible pavement deformations. Proc. 6th Int. Co/, o Struct. Design of Asphalt Pavements, Ann Arbor, MI, 1987, Vol. 1, 50-64.
    • (1987) Ann Arbor, MI , vol.1 , pp. 50-64
    • Jouve, P.1    Martinez, J.2    Paute, J.L.3    Ragneau, E.4
  • 9
    • 85033045778 scopus 로고
    • Structural design of road structures with unbound granular bases and sub-bases
    • Nottingham
    • Vos, E., GALIJAARD P. J. and ALLAART A. P. Structural design of road structures with unbound granular bases and sub-bases. Proc. 7th Int. Co/, o Asphalt Pavements, Nottingham, 1992, Vol. 1, 375-389.
    • (1992) Proc. 7th Int. Co/, O Asphalt Pavements , vol.1 , pp. 375-389
    • Vos, E.1    Galijaard, P.J.2    Allaart, A.P.3
  • 13
    • 0004444117 scopus 로고
    • The effect of grading and density on the mechanical properties of a crushed dolomitic limestone
    • THOM N. H. and BROWN S. F. The effect of grading and density on the mechanical properties of a crushed dolomitic limestone. Proc. Aust. Road Res. Board, Canberra, 1988,14, Pt. 7, 94 100.
    • (1988) Proc. Aust. Road Res. Board, Canberra , vol.14 , Issue.PT. 7 , pp. 94100
    • Thom, N.H.1    Brown, S.F.2
  • 16
    • 0014924968 scopus 로고
    • The rational design of aggregate gradings for dense asphaltic compositions
    • LEES G. The rational design of aggregate gradings for dense asphaltic compositions. Proc. Ass. of Asphalt Paving Tech., 1972, 39, 60-97.
    • (1972) Proc. Ass. of Asphalt Paving Tech. , vol.39 , pp. 60-97
    • Lees, G.1
  • 20
    • 0003468824 scopus 로고
    • The resilient behaviour of a granular material under repeated loading
    • BOYCE J. R., BROWN S. F. and PELL P. S. The resilient behaviour of a granular material under repeated loading. Proc. Aust. Road Research Board, 1976, 28, 8-19.
    • (1976) Proc. Aust. Road Research Board , vol.28 , pp. 8-19
    • Boyce, J.R.1    Brown, S.F.2    Pell, P.S.3
  • 25
    • 0004894805 scopus 로고
    • The influence of repeated shear reversal on the compaction of granular material
    • Paris
    • BROWN S. F. and ANSELL P. The influence of repeated shear reversal on the compaction of granular material. Proc. Int. Conference on Compaction, Paris, 1980, Vol. 1, 25-27.
    • (1980) Proc. Int. Conference on Compaction , vol.1 , pp. 25-27
    • Brown, S.F.1    Ansell, P.2
  • 26
    • 0022898708 scopus 로고
    • Cyclic simple shear testing of granular materials
    • ASTM
    • SHAW P. and BROWN S. F. Cyclic simple shear testing of granular materials. Ceot. Testing Journal, ASTM, 1986, 9, No. 4, 213-220.
    • (1986) Ceot. Testing Journal , vol.9 , Issue.4 , pp. 213-220
    • Shaw, P.1    Brown, S.F.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.