-
2
-
-
0015204139
-
-
Transp. Res. Board, Washington, DC, High. Res. Rec.
-
HICKS R. C. and MONISMITH C. L. Factors influencing the response of granular materials. Transp. Res. Board, Washington, DC, 1971, High. Res. Rec. 345,15-31.
-
(1971)
Factors Influencing the Response of Granular Materials
, vol.345
, pp. 15-31
-
-
Hicks, R.C.1
Monismith, C.L.2
-
3
-
-
0040877861
-
-
Transp. Res. Board, Washington, DC, Transp. Res. Rec.
-
RADA G. and WITCZAK M. W. Comprehensive evaluation of laboratory resilient moduli results for granular material. Transp. Res. Board, Washington, DC, 1981, Transp. Res. Rec. 810, 23-33.
-
(1981)
Comprehensive Evaluation of Laboratory Resilient Moduli Results for Granular Material
, vol.810
, pp. 23-33
-
-
Rada, G.1
Witczak, M.W.2
-
5
-
-
18944408039
-
Pavement design and materials
-
Ann Arbor, MI
-
BROWN S. F. and BARKSDALE R. D. Pavement design and materials. Theme Lecture, Proc. 6th Int. Co/, on the Struct. Design of Asphalt Pavements, Ann Arbor, MI, 1987, Vol. 2,118-148.
-
(1987)
Theme Lecture, Proc. 6th Int. Co/, on the Struct. Design of Asphalt Pavements
, vol.2
, pp. 118-148
-
-
Brown, S.F.1
Barksdale, R.D.2
-
6
-
-
33644806739
-
A general analytically based approach to the design of asphalt concrete pavement
-
Ann Arbor, MI
-
MONISMITH C. L., FINN F. N., AHLBARN G. and MARKEVICH N. A general analytically based approach to the design of asphalt concrete pavement. Proc. 6th Int. Co/, o the Struct. Design of Asphalt Pavements, Ann Arbor, MI, 1987, Vol. 1, 344-365.
-
(1987)
Proc. 6th Int. Co/, O the Struct. Design of Asphalt Pavements
, vol.1
, pp. 344-365
-
-
Monismith, C.L.1
Finn, F.N.2
Ahlbarn, G.3
Markevich, N.4
-
8
-
-
0038943954
-
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
-
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
-
10
-
-
0007558111
-
Two-stage approach to asphalt pavement design
-
BROWN S. F. and DAWSON A. R. Two-stage approach to asphalt pavement design. Proc. 7th Int. Co/, o Asphalt Pavements, Nottingham, 1992, Vol. 1,16-34.
-
(1992)
Proc. 7th Int. Co/, O Asphalt Pavements, Nottingham
, vol.1
, pp. 16-34
-
-
Brown, S.F.1
Dawson, A.R.2
-
13
-
-
0004444117
-
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
-
14
-
-
3743125736
-
Significance of principal stress rotation in pavements
-
Delhi
-
CHAN F. W. K. and BROWN S. F. Significance of principal stress rotation in pavements. Proc. 13th Int. Co/, on Soi/ Mech. and Found. Eng., Delhi, 1994, Vol. 4,1823-1826.
-
(1994)
Proc. 13th Int. Co/, on Soi/ Mech. and Found. Eng.
, vol.4
, pp. 1823-1826
-
-
Chan, F.W.K.1
Brown, S.F.2
-
16
-
-
0014924968
-
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
-
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
-
23
-
-
0001796013
-
Polymer grid reinforcement of asphalt
-
BROWN S. F., BRUNTON J. M., HUGHES D. A. B. and BRODRICK B. V. Polymer grid reinforcement of asphalt. Proc. Ass. of Asphalt Paving Tech. 1985, 54,18-41.
-
(1985)
Proc. Ass. of Asphalt Paving Tech.
, vol.54
, pp. 18-41
-
-
Brown, S.F.1
Brunton, J.M.2
Hughes, D.A.B.3
Brodrick, B.V.4
-
24
-
-
0001989605
-
-
Transp. Res. Board, Washington, DC, Transp. Res. Rec.
-
BROWN S. F. and BRODRICK B. V. Nottingham pavement test facility. Transp. Res. Board, Washington, DC, 1981, Transp. Res. Rec. 810, 67-72.
-
(1981)
Nottingham Pavement Test Facility
, vol.810
, pp. 67-72
-
-
Brown, S.F.1
Brodrick, B.V.2
-
25
-
-
0004894805
-
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
-
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
|