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← Determination of Coefficient of Thermal Expansion Effects on Louisiana’s PCC Pavement Design
Finite Element Simulation of Structural Performance on Flexible Pavements with Stabilized Base/Treated Subbase Materials Under Accelerated Loading →

Characterisation and Use of Stabilised Basecourse Materials in Transportation Projects in New Zealand

2012-02-24

The New Zealand Transport Agency has released a report that examines performance data from New Zealand road pavements that utilized stabilized granular materials and compares actual stabilized pavement performance with the expectations in published design guidelines.

Read the Report

This entry was posted in General News, New Technology, News, Pavement Design/Const., Pavement Pres. Apps., Studies / Reports. Bookmark the permalink.
← Determination of Coefficient of Thermal Expansion Effects on Louisiana’s PCC Pavement Design
Finite Element Simulation of Structural Performance on Flexible Pavements with Stabilized Base/Treated Subbase Materials Under Accelerated Loading →

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