Displaying 91 - 100 results of 233 for ""
Published: 1998
Category:
Activity management
,
Research programme
,
Research & reports
| Audience:
General
Subgrade stabilisation is a common road construction practice in New Zealand.
Published: 1999
Category:
Activity management
,
Research programme
,
Research & reports
| Audience:
General
Transit New Zealand regional offices and selected local authorities were asked for information from their records on age and proximity to the coast of their bridges.
Published: 1998
Category:
Activity management
,
Research programme
,
Research & reports
| Audience:
General
This report presents the results of a literature review carried out in 1996.
Published: June 2009
Category:
Activity management
,
Research programme
,
Research & reports
| Audience:
General
A study of cores from multilayer chipseals shows that fine solid materials (passing 4.75 mm) fill a significant proportion of the chipseal volume that would otherwise be available for bitumen.
Published: December 2008
Category:
Activity management
,
Research programme
,
Research & reports
| Audience:
General
Hollow core units for bridge spans of various length.
Published: October 2008
Category:
Activity management
,
Research programme
,
Research & reports
| Audience:
General
The objective of this project was to investigate the practicality of adopting the AS 5100 bridge design standard for New Zealand.
Published: 2008
Category:
Activity management
,
Research programme
,
Research & reports
| Audience:
General
In recent years, the standard practice in New Zealand regarding binder selection for state highways has been to use harder penetration grade binders and reduced diluents, after some research indicated that the use of harder binders slowed the onset o…
Published: September 2009
Category:
Activity management
,
Research programme
,
Research & reports
| Audience:
General
To enable the improvement of the modelling of pavement response and performance, the measurement of full-scale tyre surface contact stress distributions in all three of the coordinate directions was undertaken.
Published: 2008
Category:
Activity management
,
Research programme
,
Research & reports
| Audience:
General
New Zealand granular pavement design is currently based on the assumption that all deformation of the pavement shape under traffic loading occurs in the subgrade.
Published: 2006
Category:
Activity management
,
Research programme
,
Research & reports
| Audience:
General
This research proposes a new practical method for predicting the performance of unbound granular materials, including alternative, industrial by-products and recycled materials in New Zealand.