Folgen
David Alabaster
David Alabaster
Principal Pavement Engineer, New Zealand Transport Agency
Bestätigte E-Mail-Adresse bei aucklanduni.ac.nz
Titel
Zitiert von
Zitiert von
Jahr
Epoxy modified open-graded porous asphalt
P Herrington, D Alabaster
Road Materials and Pavement Design 9 (3), 481-498, 2008
812008
Long-term durability of epoxy-modified open-graded porous asphalt wearing course
JP Wu, PR Herrington, D Alabaster
International Journal of Pavement Engineering 20 (8), 920-927, 2019
412019
Effect on pavement wear of increased mass limits for heavy vehicles–concluding report
G Arnold, B Steven, D Alabaster, A Fussell
Land Transport New Zealand Research Report 281, 80pp, 2005
37*2005
Effect on pavement wear of increased mass limits for heavy vehicles–Stage 4
G Arnold, B Steven, D Alabaster, A Fussell
Land Transport New Zealand Research Report 279, 112pp, 2005
372005
The Effect of Adding Recycled Glass on the Performance of Basecourse Aggregate
G Arnold, S Werkmeister, D Alabaster
New Zealand Transport Agency Research Report, 2008
272008
Three-dimensional nonlinear finite element model for simulating pavement response: study at Canterbury accelerated pavement testing indoor facility, New Zealand
M Saleh, B Steven, D Alabaster
Transportation Research Record: Journal of the Transportation Research Board …, 2003
252003
Performance tests for road aggregates and alternative materials
G Arnold, S Werkmeister, D Alabaster
Land Transport New Zealand Research Report, 2008
242008
Relationship Between Traffic Loading and Environmental Factors and Low-Volume Road Deterioration
T Henning, D Alabaster, G Arnold, W Liu
Transportation Research Record: Journal of the Transportation Research Board …, 2014
222014
Full-Scale Experiment on Foam Bitumen Pavements in an Accelerated Testing Facility
A Gonzalez, M Cubrinovski, B Pidwerbesky, D Alabaster
Transportation Research Record: Journal of the Transportation Research Board …, 2009
222009
Strength and deformational characteristics of foamed bitumen mixes under suboptimal conditions
A Gonzalez, M Cubrinovski, B Pidwerbesky, D Alabaster
Journal of Transportation Engineering 137 (1), 1-10, 2011
192011
Comparing results between the repeated load triaxial test and accelerated pavement test on unbound aggregate
J Hussain, DJ Wilson, TFP Henning, D Alabaster
Journal of materials in civil engineering 26 (3), 476-483, 2014
172014
The effect of grading on the performance of basecourse aggregate
G Arnold, S Werkmeister, D Alabaster
Land Transport New Zealand Research Report, 2007
162007
Prediction of pavement performance from repeat load tri-axial (RLT) tests on granular materials
G Arnold, D Alabaster, B Steven
162001
Seasonal and weather normalisation of skid resistance measurements
PD Cenek, DJ Alabaster, R DAVIES
TRANSFUND NEW ZEALAND RESEARCH REPORT, 1999
161999
What happens when it rains?: Performance of unbound flexible pavements in accelerated pavement testing
J Hussain, DJ Wilson, TFP Henning, D Alabaster
Road & Transport Research: A Journal of Australian and New Zealand Research …, 2011
152011
Long life open-graded porous asphalt
D Alabaster, P Herrington, J Waters
Third International Conference on Accelerated Pavement Testing, 2008
132008
Ultra long life low noise porous asphalt
D Alabaster, PR Herrington, J Waters
The Journal of the Acoustical Society of America 131 (4), 3225-3225, 2012
122012
Estimation of remaining pavement life of low-volume roads with falling weight deflectometer results: A practical method
S Werkmeister, D Alabaster
Transportation Research Record: Journal of the Transportation Research Board …, 2007
112007
The fourth power law and thin surfaced flexible pavements
D Alabaster, J De Pont, B Steven
Ninth International Conference on Asphalt PavementsInternational Society for …, 2002
112002
The design of stabilised pavements in New Zealand
D Alabaster, J PATRICK, H Arampamoorthy, A Gonzalez
102013
Das System kann den Vorgang jetzt nicht ausführen. Versuchen Sie es später erneut.
Artikel 1–20