For granular pavements with thin bituminous surfacings, it is imperative to prevent moisture infiltration into the pavement, which is one of the main factors in determining both the serviceability and longevity of road structures. This paper discusses several methods to minimise moisture ingress by means of road design and construction (effects of geometry, materials and compaction) and sub-soil drainage. It also discusses techniques for measuring and predicting long-term moisture conditions in both granular bases and subgrade. Longterm monitoring field trials have also been conducted to provide long term field data of moisture movement in granular pavements. Accelerated pavement testing (APT) trials have also been conducted to examine the ...
The nature of road foundation materials plays a significant role in defining pavement behaviour unde...
Climate changes alter the environmental conditions which pavement design is based on, invalidating e...
2015PDFTech ReportFHWA/TX-15/0-6676-2Project 0-6676Base course (Pavements)Subgrade (Pavements)Moistu...
The purpose of this paper is to summarize the procedures for determining moisture conditions in subg...
Research has been conducted into the fundamental mechanical properties of a granular material. This ...
One of the most critical aspects of road design is finding a way to reduce moisture infiltration in ...
Moisture damage in asphalt pavements is a complex phenomenon affected by a variety of factors, and h...
Moisture damage in asphalt pavements is a complex phenomenon affected by a variety of factors, and h...
The structural behaviour of pavements in cold regions can considerably be affected by seasonal varia...
The overall performance of a standard highway pavement structure depends on moisture characteristics...
Moisture increase in pavement subsurface layers has a significant influence on granular material pro...
Expected climate changes will in many areas represent a shift towards increased precipitation and mo...
A study was undertaken to determine the drainability characteristics of several types of unbound gra...
The paper gives a broad summary of the COURAGE project, a two-year, 10-centre, collaborative project...
PDFTech ReportFHWA-OR-RD-86-01083-5157Moisture contentMoisture damageAsphalt pavementsPavement perfo...
The nature of road foundation materials plays a significant role in defining pavement behaviour unde...
Climate changes alter the environmental conditions which pavement design is based on, invalidating e...
2015PDFTech ReportFHWA/TX-15/0-6676-2Project 0-6676Base course (Pavements)Subgrade (Pavements)Moistu...
The purpose of this paper is to summarize the procedures for determining moisture conditions in subg...
Research has been conducted into the fundamental mechanical properties of a granular material. This ...
One of the most critical aspects of road design is finding a way to reduce moisture infiltration in ...
Moisture damage in asphalt pavements is a complex phenomenon affected by a variety of factors, and h...
Moisture damage in asphalt pavements is a complex phenomenon affected by a variety of factors, and h...
The structural behaviour of pavements in cold regions can considerably be affected by seasonal varia...
The overall performance of a standard highway pavement structure depends on moisture characteristics...
Moisture increase in pavement subsurface layers has a significant influence on granular material pro...
Expected climate changes will in many areas represent a shift towards increased precipitation and mo...
A study was undertaken to determine the drainability characteristics of several types of unbound gra...
The paper gives a broad summary of the COURAGE project, a two-year, 10-centre, collaborative project...
PDFTech ReportFHWA-OR-RD-86-01083-5157Moisture contentMoisture damageAsphalt pavementsPavement perfo...
The nature of road foundation materials plays a significant role in defining pavement behaviour unde...
Climate changes alter the environmental conditions which pavement design is based on, invalidating e...
2015PDFTech ReportFHWA/TX-15/0-6676-2Project 0-6676Base course (Pavements)Subgrade (Pavements)Moistu...