-
1
-
-
85004209964
-
Computation of load stresses in a three layer elastic system
-
Acum, W. E. A. & Fox, L. (1951). Computation of load stresses in a three layer elastic system. Géotechnique 2, 293-300.
-
(1951)
Géotechnique
, vol.2
, pp. 293-300
-
-
Acum, W.E.A.1
Fox, L.2
-
3
-
-
0025620943
-
A constitutive model for partially saturated soils
-
Alonso, E. E., Gens, A. and Josa, A. (1990). A constitutive model for partially saturated soils, Géotechnique 40, No. 3, 405-430.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 405-430
-
-
Alonso, E.E.1
Gens, A.2
Josa, A.3
-
6
-
-
0037981072
-
Effect of cyclic loading on clay behaviour
-
Institution of Civil Engineers
-
Andersen, K. H., Brown, S. F., Foss, I., Pool, J. H. & Rosenbrand, W. F. (1976). Effect of cyclic loading on clay behaviour, Proc. Conf. Design and Construction of Offshore Structures, Institution of Civil Engineers, 75-79.
-
(1976)
Proc. Conf. Design and Construction of Offshore Structures
, pp. 75-79
-
-
Andersen, K.H.1
Brown, S.F.2
Foss, I.3
Pool, J.H.4
Rosenbrand, W.F.5
-
8
-
-
3342908238
-
-
Report No. RP/3.81, NITRR, CSIR, Pretoria
-
Basson, J. E. B., Wijnberger, O. J & Skultety, J. (1981). The Multidepth Deflectometer: a multi-stage sensor for the measurement of resilient deflections and permanent deformations at various depths in road pavements, Report No. RP/3.81, NITRR, CSIR, Pretoria.
-
(1981)
The Multidepth Deflectometer: a Multi-stage Sensor for the Measurement of Resilient Deflections and Permanent Deformations at Various Depths in Road Pavements
-
-
Basson, J.E.B.1
Wijnberger, O.J.2
Skultety, J.3
-
9
-
-
85033822334
-
Reply to discussion on road subgrades
-
London: Institution of Civil Engineers
-
Black, W. P. M. (1979). Reply to discussion on road subgrades, Clay fills, 243-244. London: Institution of Civil Engineers.
-
(1979)
Clay Fills
, pp. 243-244
-
-
Black, W.P.M.1
-
10
-
-
3843050374
-
A method of estimating the California Bearing Ratio of cohesive soils from plasticity data
-
Black, W. P. M. (1962). A method of estimating the California Bearing Ratio of cohesive soils from plasticity data. Géotechnique 11, No 1, 14-21.
-
(1962)
Géotechnique
, vol.11
, Issue.1
, pp. 14-21
-
-
Black, W.P.M.1
-
11
-
-
0012788389
-
-
Road Res. Tech. Paper No. 41, DSIR, HMSO
-
Black, W. P. M., Croney, D. & Jacobs, J. C. (1958). Field studies of the movement of soil moisture. Road Res. Tech. Paper No. 41, DSIR, HMSO.
-
(1958)
Field Studies of the Movement of Soil Moisture
-
-
Black, W.P.M.1
Croney, D.2
Jacobs, J.C.3
-
12
-
-
0038365740
-
The strength of clay fill subgrades: Its prediction and relation to road performance
-
London: Institution of Civil Engineers
-
Black, W. P. M. & Lister, N. W. (1979). The strength of clay fill subgrades: its prediction and relation to road performance. Clay fills. 37-48, London: Institution of Civil Engineers.
-
(1979)
Clay Fills
, pp. 37-48
-
-
Black, W.P.M.1
Lister, N.W.2
-
13
-
-
33744961795
-
Fully monitored motorway trials in the Netherlands corroborate linear elastic design theory
-
Bleyenberg, W. G. Claessen, A. I. M., van Gorkum, F., Heukelom, W. & Pronk, A. C (1977). Fully monitored motorway trials in the Netherlands corroborate linear elastic design theory. Proc. 4th Int. Conf. Structural Design of Asphalt Pavements. Ann Arbor. Michigan, 1, 75-98.
-
(1977)
Proc. 4th Int. Conf. Structural Design of Asphalt Pavements Ann Arbor. Michigan
, vol.1
, pp. 75-98
-
-
Bleyenberg, W.G.1
Claessen, A.I.M.2
Van Gorkum, F.3
Heukelom, W.4
Pronk, A.C.5
-
15
-
-
0019247680
-
A non-linear model for the elastic behaviour of granular materials under repeated loading
-
Boyce, J. R. (1980). A non-linear model for the elastic behaviour of granular materials under repeated loading. Proc. Int. Symp. soils under cyclic and transient loading, Swansea, 285-294.
-
(1980)
Proc. Int. Symp. Soils under Cyclic and Transient Loading, Swansea
, pp. 285-294
-
-
Boyce, J.R.1
-
16
-
-
0003468824
-
The resilient behaviour of a granular material under repeated loading
-
Boyce, J. R., Brown, S. F. & Pell, P. S. (1976): The resilient behaviour of a granular material under repeated loading. Proc. Aust. Road Research Board 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
-
17
-
-
0024165820
-
Soil suction and the Critical State
-
Brady, K. C. (1988). Soil suction and the Critical State. Géotechnique 38, No. 1, 117-120.
-
(1988)
Géotechnique
, vol.38
, Issue.1
, pp. 117-120
-
-
Brady, K.C.1
-
19
-
-
0016443931
-
-
Transp. Res. Record No. 537, Transportation Research Board, Washington, DC
-
Brown, S. F. (1975). Improved framework for predicting permanent deformation in asphalt layers. Transp. Res. Record No. 537, Transportation Research Board, Washington, DC, 18-30.
-
(1975)
Improved Framework for Predicting Permanent Deformation in Asphalt Layers
, pp. 18-30
-
-
Brown, S.F.1
-
20
-
-
0017629535
-
State-of-the-art report on field instrumentation for pavement experiments
-
Transportation Research Board, Washington, DC
-
Brown, S. F. (1978). State-of-the-art report on field instrumentation for pavement experiments, Transp. Res. Record No. 640, Transportation Research Board, Washington, DC, 13-28.
-
(1978)
Transp. Res. Record No. 640
, pp. 13-28
-
-
Brown, S.F.1
-
21
-
-
0038223114
-
The effect of drainage on cyclic loading of clay
-
Brown, S. F., Andersen, K. H. & McElvaney, J. (1977). The effect of drainage on cyclic loading of clay. Proc. 9th Int. Conf. Soil Mech. Foundation Engng, Tokyo, 2, 195-200.
-
(1977)
Proc. 9th Int. Conf. Soil Mech. Foundation Engng, Tokyo
, vol.2
, pp. 195-200
-
-
Brown, S.F.1
Andersen, K.H.2
McElvaney, J.3
-
22
-
-
0019264544
-
An instrumented triaxial cell for cyclic loading of clays
-
ASTM
-
Brown, S. F., Austin, G. & Overy, R. F. (1980). An instrumented triaxial cell for cyclic loading of clays, Geotech. Testing J., ASTM, 3, No. 4, 145-152.
-
(1980)
Geotech. Testing J.
, vol.3
, Issue.4
, pp. 145-152
-
-
Brown, S.F.1
Austin, G.2
Overy, R.F.3
-
23
-
-
0141445290
-
The validity of design procedures for the permanent deformation of asphalt pavements
-
Brown, S. F. & Bell, C. A. (1977). The validity of design procedures for the permanent deformation of asphalt pavements, Proc. 4th Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor, Michigan, 1, 467-482.
-
(1977)
Proc. 4th Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor, Michigan
, vol.1
, pp. 467-482
-
-
Brown, S.F.1
Bell, C.A.2
-
24
-
-
0001989605
-
Nottingham pavement test facility, Transp
-
Transportation Research Board, Washington, DC
-
Brown, S. F. & Brodrick, B. V. (1981a). Nottingham pavement test facility, Transp. Res. Record No. 810, Transportation Research Board, Washington, DC, 67-72.
-
(1981)
Res. Record No. 810
, pp. 67-72
-
-
Brown, S.F.1
Brodrick, B.V.2
-
25
-
-
3843076488
-
Instrumentation for the Nottingham Pavement Test Facility
-
Transportation Research Board, Washington, DC
-
Brown, S. F. & Brodrick, B. V. (1981b). Instrumentation for the Nottingham Pavement Test Facility, Transp. Res. Record No. 810, Transportation Research Board, Washington, DC, 73-79.
-
(1981)
Transp. Res. Record No. 810
, pp. 73-79
-
-
Brown, S.F.1
Brodrick, B.V.2
-
26
-
-
0021526336
-
Improvements to pavement subgrade strain criterion
-
Brown, S. F. & Brunton, J. M. (1984). Improvements to pavement subgrade strain criterion, J. Transp. Engng Am. Soc. Civ. Engrs, 110, No. 6, 551-567.
-
(1984)
J. Transp. Engng Am. Soc. Civ. Engrs
, vol.110
, Issue.6
, pp. 551-567
-
-
Brown, S.F.1
Brunton, J.M.2
-
27
-
-
0022037263
-
The analytical design of bituminous pavements
-
Brown, S. F., Brunton, J. M. & Stock, A. F. (1985). The analytical design of bituminous pavements, Proc. Instn Civ. Engrs, 79, Pt. 2, 1-31.
-
(1985)
Proc. Instn Civ. Engrs
, vol.79
, Issue.2 PART
, pp. 1-31
-
-
Brown, S.F.1
Brunton, J.M.2
Stock, A.F.3
-
28
-
-
0015431499
-
Dynamic response of model pavement structure
-
Brown, S. F. & Bush, D. I. (1972). Dynamic response of model pavement structure, J. Transp. Engng, Am. Soc. Civ. Engrs, 98, TE4, 1005-1022.
-
(1972)
J. Transp. Engng, Am. Soc. Civ. Engrs
, vol.98
, Issue.TE4
, pp. 1005-1022
-
-
Brown, S.F.1
Bush, D.I.2
-
29
-
-
3342983074
-
A repeated load triaxial apparatus for granular materials
-
London, Butterworth
-
Brown, S. F., O'Reilly, M. P. & Pappin, J. W. (1989). A repeated load triaxial apparatus for granular materials, in Unbound Aggregates in Roads, London, Butterworth, 143-158.
-
(1989)
Unbound Aggregates in Roads
, pp. 143-158
-
-
Brown, S.F.1
O'Reilly, M.P.2
Pappin, J.W.3
-
30
-
-
0030086306
-
Reduced rutting in unbound granular pavement layers through improved grading design
-
Brown, S. F. & Chan, F. W. K. (1996) Reduced rutting in unbound granular pavement layers through improved grading design, Proc. Instn Civ. Engrs Transport, 117, 40-49.
-
(1996)
Proc. Instn Civ. Engrs Transport
, vol.117
, pp. 40-49
-
-
Brown, S.F.1
Chan, F.W.K.2
-
31
-
-
0007558111
-
Two-stage approach to asphalt pavament design
-
Brown, S. F. & Dawson, A. R. (1992). Two-stage approach to asphalt pavament design, Proc. 7th Int. Conf. Asphalt Pavements, Nottingham, 1, 16-34.
-
(1992)
Proc. 7th Int. Conf. Asphalt Pavements, Nottingham
, vol.1
, pp. 16-34
-
-
Brown, S.F.1
Dawson, A.R.2
-
32
-
-
0016487053
-
Repeated load triaxial testing of a silty clay
-
Brown, S. F., Lashine, A. K. F. & Hyde, A. F. L. (1975). Repeated load triaxial testing of a silty clay, Géotechnique 25, No. 1, 95-114.
-
(1975)
Géotechnique
, vol.25
, Issue.1
, pp. 95-114
-
-
Brown, S.F.1
Lashine, A.K.F.2
Hyde, A.F.L.3
-
33
-
-
33751544420
-
-
Contractor Report 72, Transportation Research Laboratory
-
Brown, S. F., Loach, S. C. & O'Reilly, M. P. (1987) Repealed loading of fine grained soils, Contractor Report 72, Transportation Research Laboratory.
-
(1987)
Repealed Loading of Fine Grained Soils
-
-
Brown, S.F.1
Loach, S.C.2
O'Reilly, M.P.3
-
34
-
-
0002344512
-
The relationship between California Bearing Ratio and elastic stiffness for compacted clays
-
Brown, S. F., O'Reilly, M. P. & Loach, S. C. (1990). The relationship between California Bearing Ratio and elastic stiffness for compacted clays, Ground Engng. 23, No. 8, 27-31.
-
(1990)
Ground Engng.
, vol.23
, Issue.8
, pp. 27-31
-
-
Brown, S.F.1
O'Reilly, M.P.2
Loach, S.C.3
-
35
-
-
0019656094
-
Analysis of pavements with granular bases
-
Transportation Research Board, Washington, DC
-
Brown, S. F. & Pappin, J. W. (1981). Analysis of pavements with granular bases. Transp. Res. Record No. 810, Transportation Research Board, Washington, DC, 17-22.
-
(1981)
Transp. Res. Record No. 810
, pp. 17-22
-
-
Brown, S.F.1
Pappin, J.W.2
-
36
-
-
0040877855
-
An experimental investigation of the stresses, strains and deflections in a layered pavement structure subjected to dynamic loads
-
Brown, S. F. & Pell, P. S. (1967). An experimental investigation of the stresses, strains and deflections in a layered pavement structure subjected to dynamic loads, Proc. 2nd Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor. Michigan, 487-504.
-
(1967)
Proc. 2nd Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor. Michigan
, pp. 487-504
-
-
Brown, S.F.1
Pell, P.S.2
-
37
-
-
0004448325
-
-
Blackie, Glasgow and London
-
Brown, S. F. & Selig, E. T. (1991). The design of pavement and rail track foundations, Chapter 6 in Cyclic loading of soils: from theory to design, Blackie, Glasgow and London, 249-305.
-
(1991)
The Design of Pavement and Rail Track Foundations, Chapter 6 in Cyclic Loading of Soils: from Theory to Design
, pp. 249-305
-
-
Brown, S.F.1
Selig, E.T.2
-
38
-
-
0343127035
-
Tural evaluation of pavements
-
Plymouth
-
Brown, S. F., Tam, W. S. & Brunton, J. M. (1986). tural evaluation of pavements, Proc. 2nd Int. Conf. Bearing Capacity of Roads and Airfields, Plymouth, 1, 267-276.
-
(1986)
Proc. 2nd Int. Conf. Bearing Capacity of Roads and Airfields
, vol.1
, pp. 267-276
-
-
Brown, S.F.1
Tam, W.S.2
Brunton, J.M.3
-
39
-
-
1642470043
-
Structural evaluation and overlay design: Analysis and implementation
-
Brown, S. F., Tam, W. S. & Brunton, J. M. (1987). Structural evaluation and overlay design: analysis and implementation, Proc. 6th Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor. Michigan, 1, 1013-1028.
-
(1987)
Proc. 6th Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor. Michigan
, vol.1
, pp. 1013-1028
-
-
Brown, S.F.1
Tam, W.S.2
Brunton, J.M.3
-
41
-
-
85033809487
-
Modeling procedure, Transp
-
Transportation Research Board, Washington, DC
-
Brunton, J. M. & d'Almeida, J. R. (1992). Modeling procedure, Transp. Res. Record No. 1377, Transportation Research Board, Washington, DC, 99-106.
-
(1992)
Res. Record No. 1377
, pp. 99-106
-
-
Brunton, J.M.1
D'Almeida, J.R.2
-
42
-
-
0004421365
-
Seven years' experience of pavement evaluation
-
Nottingham
-
Brunton, J. M., Armitage, R. J. & Brown, S. F. (1992). Seven years' experience of pavement evaluation. Proc. 7th Int. Conf. on Asphalt Pavements, Nottingham, 3, 17-30.
-
(1992)
Proc. 7th Int. Conf. on Asphalt Pavements
, vol.3
, pp. 17-30
-
-
Brunton, J.M.1
Armitage, R.J.2
Brown, S.F.3
-
43
-
-
0000034951
-
Theory of stresses and displacements in layered systems and application to the design of airport runways
-
Washington, DC
-
Burmister, D. M. (1943). Theory of stresses and displacements in layered systems and application to the design of airport runways, Proc. Highway Res. Board, 23, Washington, DC, 126-148.
-
(1943)
Proc. Highway Res. Board
, vol.23
, pp. 126-148
-
-
Burmister, D.M.1
-
45
-
-
3743125736
-
Significance of principal stress rotation in pavements
-
Chan, F. W. K. & Brown, S. F. (1994). Significance of principal stress rotation in pavements, Proc. 13th Int. Conf. Soil Mech. Foundn Engng, Delhi, 4, 1823-1826.
-
(1994)
Proc. 13th Int. Conf. Soil Mech. Foundn Engng, Delhi
, vol.4
, pp. 1823-1826
-
-
Chan, F.W.K.1
Brown, S.F.2
-
46
-
-
0018704866
-
A study of analytical models for track support systems
-
Transportation Research Board, Washington, DC
-
Chang, C. S., Adegoke, C. W. & Selig, E. T. (1979). A study of analytical models for track support systems, Transp. Res. Record No. 733, Transportation Research Board, Washington, DC, 12-19.
-
(1979)
Transp. Res. Record No. 733
, pp. 12-19
-
-
Chang, C.S.1
Adegoke, C.W.2
Selig, E.T.3
-
48
-
-
0002822818
-
Asphalt pavament design - The Shell Method
-
Claessen, A. I. M., Edwards, J. M., Sommer, P & Ugé, P. (1977). Asphalt pavament design - the Shell Method, Proc. 4th Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor, Michigan, 1, 39-74.
-
(1977)
Proc. 4th Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor, Michigan
, vol.1
, pp. 39-74
-
-
Claessen, A.I.M.1
Edwards, J.M.2
Sommer, P.3
Ugé, P.4
-
50
-
-
1842570308
-
Development of a simple apparatus for the measurement of the mechanical properties of asphalt mixes
-
Cooper, K. E. & Brown, S. F (1989). Development of a simple apparatus for the measurement of the mechanical properties of asphalt mixes, Proc. Eurobitume Symposium. Madrid, 494-498.
-
(1989)
Proc. Eurobitume Symposium. Madrid
, pp. 494-498
-
-
Cooper, K.E.1
Brown, S.F.2
-
51
-
-
3843122157
-
Reconstruction, including design planning and execution from the engineer's point of view
-
Cox, B. (1980). Reconstruction, including design planning and execution from the engineer's point of view, Highway Engr., 27, No. 12, 13-15.
-
(1980)
Highway Engr.
, vol.27
, Issue.12
, pp. 13-15
-
-
Cox, B.1
-
52
-
-
84985819354
-
The movement and distribution of water in soils
-
Croney, D. (1952). The movement and distribution of water in soils, Géotechnique 5, No. 1, 1-16.
-
(1952)
Géotechnique
, vol.5
, Issue.1
, pp. 1-16
-
-
Croney, D.1
-
54
-
-
3843050371
-
Soil thermodynamics applied to the movement of moisture in road foundations
-
Croney, D. & Coleman, J. D. (1948). Soil thermodynamics applied to the movement of moisture in road foundations, Proc. 7th Int. Conf. Appl. Mech., London, 3, 163-177.
-
(1948)
Proc. 7th Int. Conf. Appl. Mech., London
, vol.3
, pp. 163-177
-
-
Croney, D.1
Coleman, J.D.2
-
56
-
-
84859988431
-
Soil structure in relation to soil suction (pF)
-
Croney, D. & Coleman, J. D. (1954). Soil structure in relation to soil suction (pF), J. Soil Sci. 5, No. 1, 75-84.
-
(1954)
J. Soil Sci.
, vol.5
, Issue.1
, pp. 75-84
-
-
Croney, D.1
Coleman, J.D.2
-
58
-
-
3843089592
-
A pavement evaluation procedure incorporating material non-linearity
-
STP 1198
-
d'Almeida, J. R., Brown, S. F. & Thom, N. H. (1994). A pavement evaluation procedure incorporating material non-linearity. Non-destructive testing and back-calculation of moduli. (2nd Vol.), American Society for Testing Materials, STP 1198, 218-232.
-
(1994)
Non-destructive Testing and Back-calculation of Moduli. (2nd Vol.), American Society for Testing Materials
, pp. 218-232
-
-
D'Almeida, J.R.1
Brown, S.F.2
Thom, N.H.3
-
59
-
-
3843073251
-
The California Bearing Ratio method for the design of flexible roads and runways
-
Davis, E. H. (1949). The California Bearing Ratio method for the design of flexible roads and runways, Géotechnique 1, No. 4, 249-263.
-
(1949)
Géotechnique
, vol.1
, Issue.4
, pp. 249-263
-
-
Davis, E.H.1
-
60
-
-
85033826870
-
-
Report PRG 93023, University of Nottingham
-
Dawson, A. R., Brown, S. F., Thom, N. H. & Cheung, L. W. (1993). Improvements to road foundation design: laboratory tests and design method. Report PRG 93023, University of Nottingham.
-
(1993)
Improvements to Road Foundation Design: Laboratory Tests and Design Method
-
-
Dawson, A.R.1
Brown, S.F.2
Thom, N.H.3
Cheung, L.W.4
-
64
-
-
0014895777
-
-
Highway Res. Record No. 310, Highway Research Board, Washington, DC
-
Dehlen, G. C. & Monismith, C. L. (1970). Effect of nonlinear material response on the behaviour of pavements under traffic, Highway Res. Record No. 310, Highway Research Board, Washington, DC, 1-16.
-
(1970)
Effect of Nonlinear Material Response on the Behaviour of Pavements under Traffic
, pp. 1-16
-
-
Dehlen, G.C.1
Monismith, C.L.2
-
65
-
-
0003927195
-
Computer program BISAR: Layered systems under normal and tangential loads
-
Amsterdam, Rep. No. AMSR 0006
-
de Jong, D. L., Peutz, M. G. F. & Korswagen, A. R. (1973). Computer program BISAR: layered systems under normal and tangential loads. Koninklike Shell Laboratorium, Amsterdam, Rep. No. AMSR 0006. 73.
-
(1973)
Koninklike Shell Laboratorium
, pp. 73
-
-
De Jong, D.L.1
Peutz, M.G.F.2
Korswagen, A.R.3
-
66
-
-
0042824630
-
-
Highway Res. Record No. 228, Highway Research Board, Washington, DC
-
Duncan, J. M., Monismith, C. L. & Wilson, E. L. (1968). Finite element analysis of pavements. Highway Res. Record No. 228, Highway Research Board, Washington, DC, 18-33.
-
(1968)
Finite Element Analysis of Pavements
, pp. 18-33
-
-
Duncan, J.M.1
Monismith, C.L.2
Wilson, E.L.3
-
67
-
-
84910359784
-
Settlement and pore-water pressure clay
-
London, Institution of Civil Engineers
-
Farrer, D. M. (1979). Settlement and pore-water pressure clay. Clay fills, 101-106. London, Institution of Civil Engineers.
-
(1979)
Clay Fills
, pp. 101-106
-
-
Farrer, D.M.1
-
72
-
-
3843097304
-
A laboratory apparatus for studying the behaviour of soils under repeated loading
-
Grainger, G. D. & Lister, N. W. (1962). A laboratory apparatus for studying the behaviour of soils under repeated loading. Géotechnique 12, No. 1, 3-14.
-
(1962)
Géotechnique
, vol.12
, Issue.1
, pp. 3-14
-
-
Grainger, G.D.1
Lister, N.W.2
-
73
-
-
0007745635
-
Bothkennar Soft Clay test site: Characterization and lessons learned
-
Greenwood, D. A. et al. (1992). Bothkennar Soft Clay test site: Characterization and lessons learned, 8th Géotechnique Symp., Géotechnique 52, No. 2, 161-378.
-
(1992)
8th Géotechnique Symp., Géotechnique
, vol.52
, Issue.2
, pp. 161-378
-
-
Greenwood, D.A.1
-
74
-
-
85033825803
-
K-tests for subgrade and base evaluation
-
CSIR, Pretoria
-
Handy, R. L. & Fox, D. E. (1987). K-tests for subgrade and base evaluation, Proc. Annual Transp. Convention, CSIR, Pretoria, 6.
-
(1987)
Proc. Annual Transp. Convention
, pp. 6
-
-
Handy, R.L.1
Fox, D.E.2
-
75
-
-
0007333750
-
Shear modulus and damping in soils I. Measurements and parameter effects
-
Hardin, B. O. & Drnevich, V. P. (1972). Shear modulus and damping in soils I. Measurements and parameter effects, J. Geotech. Engng Div., Am. Soc. Civ. Engrs, 102, No. GT9, 975-987.
-
(1972)
J. Geotech. Engng Div., Am. Soc. Civ. Engrs
, vol.102
, Issue.GT9
, pp. 975-987
-
-
Hardin, B.O.1
Drnevich, V.P.2
-
76
-
-
0006789298
-
Design of conventional rail track foundations
-
Heath, D. L., Shenton, M. J., Sparrow, R. W. & Waters, J. M. (1972). Design of conventional rail track foundations, Proc. Instn Civ. Engrs, 51, No. 2, 251-267.
-
(1972)
Proc. Instn Civ. Engrs
, vol.51
, Issue.2
, pp. 251-267
-
-
Heath, D.L.1
Shenton, M.J.2
Sparrow, R.W.3
Waters, J.M.4
-
77
-
-
0015204139
-
Factors influencing the resilient response of granular materials
-
Highway Research Board, Washington, DC
-
Hicks, R. G. & Monismith, C. L. (1971). Factors influencing the resilient response of granular materials, Highway Res. Record No. 345, Highway Research Board, Washington, DC, 15-31.
-
(1971)
Highway Res. Record No. 345
, pp. 15-31
-
-
Hicks, R.G.1
Monismith, C.L.2
-
78
-
-
0020410635
-
An analysis of the California Bearing Ratio test in saturated clays
-
Hight, D. W & Stevens, M. G. H. (1982). An analysis of the California Bearing Ratio test in saturated clays, Géotechnique 32, No. 4, 315-322.
-
(1982)
Géotechnique
, vol.32
, Issue.4
, pp. 315-322
-
-
Hight, D.W.1
Stevens, M.G.H.2
-
81
-
-
0004058977
-
Pavement deflections and fatigue failures
-
Washington, DC.
-
Hveem, F. N. (1955). Pavement deflections and fatigue failures. Highway Res. Board Bulletin No. 114, Washington, DC. 43-87.
-
(1955)
Highway Res. Board Bulletin No. 114
, pp. 43-87
-
-
Hveem, F.N.1
-
82
-
-
0242669621
-
The factors underlying the rational design of pavements
-
Washington, DC
-
Hveem, F. N. & Carmany, R. M. (1948). The factors underlying the rational design of pavements, Proc. Highway Res. Board, 28, Washington, DC, 101-136.
-
(1948)
Proc. Highway Res. Board
, vol.28
, pp. 101-136
-
-
Hveem, F.N.1
Carmany, R.M.2
-
87
-
-
0038062100
-
Application of elastic theory and plasticity to foundation problems
-
Jürgenson, L. (1934). Application of elastic theory and plasticity to foundation problems, J. Boston Soc. Civ. Engrs, 242.
-
(1934)
J. Boston Soc. Civ. Engrs
, pp. 242
-
-
Jürgenson, L.1
-
88
-
-
3843075386
-
Observed and calculated strains at various depths in asphalt pavements
-
Ann Arbor, Michigan
-
Klomp, A. J. G. & Niesman, Th. W. (1967). Observed and calculated strains at various depths in asphalt pavements, Proc. 2nd Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor, Michigan, 671-688.
-
(1967)
Proc. 2nd Int. Conf. Structural Design of Asphalt Pavements
, pp. 671-688
-
-
Klomp, A.J.G.1
Niesman, Th.W.2
-
90
-
-
85033828260
-
Simplified procedure to characterise permanent strains in sand subjected to cyclic loading
-
Swansea
-
Lentz, R. W. & Balady, G. Y. (1980). Simplified procedure to characterise permanent strains in sand subjected to cyclic loading. Proc. Int. Symp. Soils under Cyclic and Transient Loading, Swansea, 280-294.
-
(1980)
Proc. Int. Symp. Soils under Cyclic and Transient Loading
, pp. 280-294
-
-
Lentz, R.W.1
Balady, G.Y.2
-
92
-
-
3843151634
-
Application of AASHO road test results to the design of flexible pavement structure
-
Ann Arbor, Michigan
-
Liddle, W. J. (1962). Application of AASHO road test results to the design of flexible pavement structure, Proc. Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor, Michigan, 42-51.
-
(1962)
Proc. Int. Conf. Structural Design of Asphalt Pavements
, pp. 42-51
-
-
Liddle, W.J.1
-
97
-
-
85033826497
-
-
CSIR, Pretoria
-
Metcalf, J. B., McLean, J. R. & Kadar, P. (1985). The development and implementation of the Australian Accelerated Loading Facility (ALF) program, in Accelerated Testing of pavements, CSIR, Pretoria.
-
(1985)
The development and implementation of the Australian Accelerated Loading Facility (ALF) program, Accelerated Testing of pavements
-
-
Metcalf, J.B.1
McLean, J.R.2
Kadar, P.3
-
98
-
-
84889149895
-
Adaptation to the design of airfield pavements, Development of CBR flexible pavement design method for airfields - A symposium
-
Middlebrooks, T. A. & Bertram, G. E. (1950). Adaptation to the design of airfield pavements, Development of CBR flexible pavement design method for airfields - a symposium. Trans Am. Soc. Civ. Engrs, 468-471.
-
(1950)
Trans Am. Soc. Civ. Engrs
, pp. 468-471
-
-
Middlebrooks, T.A.1
Bertram, G.E.2
-
99
-
-
0347321668
-
Asphalt mixture behaviour in repeated flexure
-
Monismith, C. L., Secor, K. E. & Blackmer, W. (1961). Asphalt mixture behaviour in repeated flexure, Proc. Assoc. of Asphalt Paving Techn., 30, 188-222.
-
(1961)
Proc. Assoc. of Asphalt Paving Techn.
, vol.30
, pp. 188-222
-
-
Monismith, C.L.1
Secor, K.E.2
Blackmer, W.3
-
101
-
-
0141710113
-
-
TRH 14, CSIR. Pretoria
-
National Institute for Transport and Road Research (1985b). Guidelines for Road Construction Materials, TRH 14, CSIR. Pretoria.
-
(1985)
Guidelines for Road Construction Materials
-
-
-
104
-
-
0024629046
-
Viscous effects observed in tests on an anisotropically normally consolidated silty clay
-
O'Reilly, M. P., Brown, S. F. & Overy, R. F. (1989). Viscous effects observed in tests on an anisotropically normally consolidated silty clay, Géotechnique 39, No. 1, 153-158.
-
(1989)
Géotechnique
, vol.39
, Issue.1
, pp. 153-158
-
-
O'Reilly, M.P.1
Brown, S.F.2
Overy, R.F.3
-
106
-
-
0019245268
-
Resilient stress-strain behaviour of a crushed rock
-
Pappin, J. W. & Brown, S. F. (1980). Resilient stress-strain behaviour of a crushed rock. Proc. Int. Symp. Soils under cyclic and transient loading, Swansea, 1, 169-177.
-
(1980)
Proc. Int. Symp. Soils under Cyclic and Transient Loading, Swansea
, vol.1
, pp. 169-177
-
-
Pappin, J.W.1
Brown, S.F.2
-
107
-
-
0027008915
-
Effective stress behaviour of saturated and partially saturated granular material subjected to repeated loading
-
Pappin, J. W., Brown, S. F. & O'Reilly, M. P. (1992). Effective stress behaviour of saturated and partially saturated granular material subjected to repeated loading, Géotechnique 42, No. 3. 485-497.
-
(1992)
Géotechnique
, vol.42
, Issue.3
, pp. 485-497
-
-
Pappin, J.W.1
Brown, S.F.2
O'Reilly, M.P.3
-
108
-
-
0001865361
-
-
Balkema
-
Paute, J-L., Hornych, P. & Beraben, J.-P. (1993). Repeated load triaxial testing of granular materials on the French network of Laboratoires des Ponts et Chaussées, Flexible Roads, Balkema, 53-64.
-
(1993)
Repeated Load triaxial Testing of Granular Materials on the French Network of Laboratoires des Ponts et Chaussées, Flexible Roads
, pp. 53-64
-
-
Paute, J.-L.1
Hornych, P.2
Beraben, J.-P.3
-
111
-
-
0043227054
-
The preparation of subgrades
-
Washington, DC
-
Porter, O. J. (1938). The preparation of subgrades, Proc. Highway Res. Board, 18, No. 2, Washington, DC, 324-331.
-
(1938)
Proc. Highway Res. Board
, vol.18
, Issue.2
, pp. 324-331
-
-
Porter, O.J.1
-
112
-
-
3843059176
-
Development of the original method for highway design, Development of CBR flexible pavement design method for airfields - A symposium
-
Porter, J. (1950). Development of the original method for highway design, Development of CBR flexible pavement design method for airfields - a symposium. Trans. Am. Soc. Civ. Engrs, 115, 461-467.
-
(1950)
Trans. Am. Soc. Civ. Engrs
, vol.115
, pp. 461-467
-
-
Porter, J.1
-
113
-
-
0012216972
-
-
Lab. Report 1132, TRRL
-
Powell, W. D., Potter, J. F., Maybew, H. C. & Nunn, M. E. (1984). The structural design of biruminocs roads, Lab. Report 1132, TRRL.
-
(1984)
The Structural Design of Biruminocs Roads
-
-
Powell, W.D.1
Potter, J.F.2
Maybew, H.C.3
Nunn, M.E.4
-
114
-
-
3843081933
-
The analysis and design of the flexibility of pavements
-
London
-
Ramsamooj, D. V., Majidzadeh, K. & Kauffman, E. M. (1972). The analysis and design of the flexibility of pavements, Proc. 3rd Int. Conf. Structural Design of Asphalt Pavements, London, 692-704.
-
(1972)
Proc. 3rd Int. Conf. Structural Design of Asphalt Pavements
, pp. 692-704
-
-
Ramsamooj, D.V.1
Majidzadeh, K.2
Kauffman, E.M.3
-
116
-
-
85033816702
-
Experimental methods in determining cyclic response of soils with particular reference to triaxial tests on Hostun sand
-
St.-Remy-lés-Chevrcuse, France
-
Raybould, M. J. & Brown, S. F. (1993). Experimental methods in determining cyclic response of soils with particular reference to triaxial tests on Hostun sand, Proc. Conf. Experimental Methods in Earthquake Eng. and Struct. Dynamics, St.-Remy-lés-Chevrcuse, France, 156-168.
-
(1993)
Proc. Conf. Experimental Methods in Earthquake Eng. and Struct. Dynamics
, pp. 156-168
-
-
Raybould, M.J.1
Brown, S.F.2
-
117
-
-
3843058088
-
Strength-suction-moisture content relationships for kaolin under normal atmospheric conditions
-
Paris
-
Ridley, A. M. (1995). Strength-suction-moisture content relationships for kaolin under normal atmospheric conditions, Proc. 1st Int. Conf. on Unsaturated Soils, Paris, 645-651.
-
(1995)
Proc. 1st Int. Conf. on Unsaturated Soils
, pp. 645-651
-
-
Ridley, A.M.1
-
118
-
-
0027969747
-
Feasibility of a tool for in situ measurement of material properties of clays over a wide strain range
-
STP 1213
-
Roblee, C. J. Xiang-Song, L., Chan, C. K., Idriss, I. M., Wang, G., Herrmann, L. R. & Jackura, K. A. (1994). Feasibility of a tool for in situ measurement of material properties of clays over a wide strain range, Dynamic Geot. Testing II, American society for Testing and Materials, STP 1213, 134-161.
-
(1994)
Dynamic Geot. Testing II, American Society for Testing and Materials
, pp. 134-161
-
-
Roblee, C.J.1
Xiang-Song, L.2
Chan, C.K.3
Idriss, I.M.4
Wang, G.5
Herrmann, L.R.6
Jackura, K.A.7
-
119
-
-
3743137174
-
-
University of Illinois, Report No. DoT-Fl-30038
-
Robnett, Q. L., Thompson, M. R., Knutson, R. M. & Tayabji. S. D. (1975). Development of a structural model and materials evaluation procedures. University of Illinois, Report No. DoT-Fl-30038.
-
(1975)
Development of a Structural Model and Materials Evaluation Procedures
-
-
Robnett, Q.L.1
Thompson, M.R.2
Knutson, R.M.3
Tayabji, S.D.4
-
120
-
-
0029332257
-
Visco-elastic analysis of hot mix asphalt pavement structures
-
Transportation Research Board, Washington, DC
-
Rowe, G. M., Brown, S. F., Sharrock, M. J. & Bouldin, M. G. (1995). Visco-elastic analysis of hot mix asphalt pavement structures. Transp. Res. Record No. 1482, Transportation Research Board, Washington, DC, 44-51.
-
(1995)
Transp. Res. Record No. 1482
, pp. 44-51
-
-
Rowe, G.M.1
Brown, S.F.2
Sharrock, M.J.3
Bouldin, M.G.4
-
123
-
-
0007520138
-
Resilience characteristics of subgrade soils and their relation to fatigue failures
-
Seed, H. B., Chan, C. K. & Lee, C. E. (1962). Resilience characteristics of subgrade soils and their relation to fatigue failures, Proc. Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor. Michigan, 611-636.
-
(1962)
Proc. Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor. Michigan
, pp. 611-636
-
-
Seed, H.B.1
Chan, C.K.2
Lee, C.E.3
-
124
-
-
0006461238
-
Effects of repeated loading on the strength and deformation of compacted clay
-
Washington, DC
-
Seed, H. B. Chan, C. K. & Monismith, C. L. (1955). Effects of repeated loading on the strength and deformation of compacted clay, Proc. High. Res. Board, 34, Washington, DC, 541-558.
-
(1955)
Proc. High. Res. Board
, vol.34
, pp. 541-558
-
-
Seed, H.B.1
Chan, C.K.2
Monismith, C.L.3
-
126
-
-
85033812088
-
Development of a dynamic DRTT K-mould system
-
Roads and Transp. Tech., CSIR, Pretoria
-
Semmelink, C. J. & de Beer, M. (1993). Development of a dynamic DRTT K-mould system, Res. Report DPVT 216, Roads and Transp. Tech., CSIR, Pretoria.
-
(1993)
Res. Report DPVT 216
-
-
Semmelink, C.J.1
De Beer, M.2
-
128
-
-
0022898708
-
Cyclic simple shear testing of granular materials
-
Shaw, P. & Brown, S. F. (1986). Cyclic simple shear testing of granular materials, Geotech. Testing J. American Society for Testing and Materials 9, No. 4, 213-220.
-
(1986)
Geotech. Testing J. American Society for Testing and Materials
, vol.9
, Issue.4
, pp. 213-220
-
-
Shaw, P.1
Brown, S.F.2
-
129
-
-
0024186953
-
The behaviour of dry granular materials under repeated load biaxial and triaxial stress conditions
-
Shaw, P. & Brown, S. F. (1988). The behaviour of dry granular materials under repeated load biaxial and triaxial stress conditions, Géotechnique 38, No. 4, 627-634.
-
(1988)
Géotechnique
, vol.38
, Issue.4
, pp. 627-634
-
-
Shaw, P.1
Brown, S.F.2
-
130
-
-
1642510792
-
The Dynatest 8000 Falling Weight Deflectometer test system
-
Trondheim
-
Sorenson, A. & Hayven, M. (1982). The Dynatest 8000 Falling Weight Deflectometer test system, Proc., Int. Symp. Bearing Capacity of Roads and Airfields, Trondheim, 1, 464-470.
-
(1982)
Proc., Int. Symp. Bearing Capacity of Roads and Airfields
, vol.1
, pp. 464-470
-
-
Sorenson, A.1
Hayven, M.2
-
131
-
-
3342884388
-
Computer applications in the geotechnical laboratories of the University of California at Berkeley
-
Boulder. Colorado, American Society of Civil Engineers
-
Sousa, J. B. & Chan, C. K. (1991). Computer applications in the geotechnical laboratories of the University of California at Berkeley, Proc. Geotech. Eng. Conf., Boulder. Colorado, American Society of Civil Engineers.
-
(1991)
Proc. Geotech. Eng. Conf.
-
-
Sousa, J.B.1
Chan, C.K.2
-
132
-
-
0021973137
-
Failure criteria and lateral stresses in track foundations
-
Transportation Research Board, Washington, DC
-
Stewart, H. E., selig, E. T. & Norman-Gregory, G. M. (1985). Failure criteria and lateral stresses in track foundations, Transp. Res. Record No. 1027, Transportation Research Board, Washington, DC, 59-64.
-
(1985)
Transp. Res. Record No. 1027
, pp. 59-64
-
-
Stewart, H.E.1
Selig, E.T.2
Norman-Gregory, G.M.3
-
133
-
-
0003839353
-
-
Report No. UBC/EERC-88/15, Earthquake Engineering Research Center
-
Sun, J. I., Golesorkhi, R. & Seed, H. B. (1988). Dynamic Moduli and Damping Ratios for Cohesive Soils. Report No. UBC/EERC-88/15, Earthquake Engineering Research Center, 42.
-
(1988)
Dynamic Moduli and Damping Ratios for Cohesive Soils
, pp. 42
-
-
Sun, J.I.1
Golesorkhi, R.2
Seed, H.B.3
-
135
-
-
0004444117
-
The effect of grading and density on the mechanical properties of a crushed dolomitic limestone
-
Thom, N. H. & Brown, S. F. (1988). The effect of grading and density on the mechanical properties of a crushed dolomitic limestone, Proc. Aust. Road Res. Board, 14, Pt. 7, 94-100.
-
(1988)
Proc. Aust. Road Res. Board
, vol.14
, Issue.7 PT
, pp. 94-100
-
-
Thom, N.H.1
Brown, S.F.2
-
136
-
-
85033821119
-
-
Report PRG 93012, University of Nottingham
-
Thom, N. H., Dawson, A. R & Brown, S. F. (1993). Improvements to road foundation design: development of pavement foundation design, Report PRG 93012, University of Nottingham.
-
(1993)
Improvements to Road Foundation Design: Development of Pavement Foundation Design
-
-
Thom, N.H.1
Dawson, A.R.2
Brown, S.F.3
-
137
-
-
0021546352
-
The measurement of soil water content using a portable TDR hand probe
-
Topp, G. C., Davis, J. L., Bailey, W. G. & Zebchuk, W. D (1984). The measurement of soil water content using a portable TDR hand probe. Canad. J. Soil Sci. 64, 313-321.
-
(1984)
Canad. J. Soil Sci.
, vol.64
, pp. 313-321
-
-
Topp, G.C.1
Davis, J.L.2
Bailey, W.G.3
Zebchuk, W.D.4
-
139
-
-
3843060334
-
Appraisal of the CBR method, Development of CBR flexible pavement design method for airfields -a symposium
-
Turnbull, W. J. (1950). Appraisal of the CBR method, Development of CBR flexible pavement design method for airfields -a symposium. Trans. Am. Soc. Civ. Engrs, 54-554.
-
(1950)
Trans. Am. Soc. Civ. Engrs
, pp. 54-554
-
-
Turnbull, W.J.1
-
140
-
-
3342913812
-
Behaviour of pavements with granular bases - Prediction and performance
-
University of Nottingham
-
Tutumluer, E. & Baksdale, R. D. (1995). Behaviour of pavements with granular bases - prediction and performance, in Unbound aggregates in roads, University of Nottingham, 173-183.
-
(1995)
Unbound Aggregates in Roads
, pp. 173-183
-
-
Tutumluer, E.1
Baksdale, R.D.2
-
141
-
-
85033807422
-
-
Private communication
-
Vallerga, B. (1996). Private communication.
-
(1996)
-
-
Vallerga, B.1
-
142
-
-
0001430159
-
A general system describing the visco-clastic properties of bitumens and its relation to test data
-
Van der Poel. C. (1954). A general system describing the visco-clastic properties of bitumens and its relation to test data. J. Appl. Chem. 4, 221-236.
-
(1954)
J. Appl. Chem.
, vol.4
, pp. 221-236
-
-
Van Der Poel, C.1
-
144
-
-
0029416459
-
Stiffness of fine-grained soil at very small strains
-
Viggiani, G. & Atkinson, J. H. (1995). Stiffness of fine-grained soil at very small strains, Géotechnique 45, No. 2, 249-265.
-
(1995)
Géotechnique
, vol.45
, Issue.2
, pp. 249-265
-
-
Viggiani, G.1
Atkinson, J.H.2
-
145
-
-
0026049998
-
Effect of soil Plasticity on Cyclic Response
-
Vucetic, M., & Dobry, R. (1991). Effect of soil Plasticity on Cyclic Response, J. Geotech. Engrg. ASCE, 117, No 1, 89-107.
-
(1991)
J. Geotech. Engrg. ASCE
, vol.117
, Issue.1
, pp. 89-107
-
-
Vucetic, M.1
Dobry, R.2
-
146
-
-
85033816220
-
The South African Heavy Vechicle Simulator
-
CSIR, Pretoria
-
Walker, R. N. (1985). The South African Heavy Vechicle Simulator, Accelerated Testing of Pavements, CSIR, Pretoria.
-
(1985)
Accelerated Testing of Pavements
-
-
Walker, R.N.1
|