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In 1999, the granular pavement section of Highway 2 south of Watrous was tested with a cold in-place recycling or "CIR" method to rehabilitate highways.
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The route does contain a variety of road surfaces ranging from asphalt concrete, thin membrane surface (TMS), granular pavements and gravel highway.
This chapter introduces in situ stabilisation technology as applicable to rehabilitation of degraded granular road pavements.
Their application as unbound granular material in pavement layers (base, sub-base and capping layers) also has the advantage to allow the incorporation of large amounts of this type of materials, even coming from different sources.
Finally, the results obtained in this study not only provide a practical approach for ranking granular materials for pavement with regard to their rutting potential but also promote the use of C&D materials as a sustainable and effective alternative to traditional aggregates.
Compacted unbound granular materials used in pavement bases present a complex elastoplastic behaviour under wheel loading.
Realistic assessment of permanent deformation accumulation of unbound granular materials (UGMs) for pavement design requires developing suitable models capable of simulating the observed stress-path-dependent behavior.
Characteristics of fluid flow through various engineering structures, such as granular filters and asphalt pavements, influence their design life.
This study examines the correlation between the Clegg impact value (CIV) and the Mr of unbound granular materials (UGM) of pavements.
Reclaimed asphalt pavement (RAP) is a granular composite geomaterial that is highly reactive to the environment under normal atmospheric conditions.
In this paper, the reclaimed granular aggregates (RGA) from crushed PCC pavement are collected and added into cold mix asphalt mixture using emulsified asphalt.
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