Since the establishment of the American Association of State Highway and Transportation
Officials (AASHTO) in 1960, the design of pavement structures has improved tremendously …

A state-of-the-art review was delivered in the manuscript to analyze the current situations
and the advantages/disadvantages of resilient deformation related issues to the unbound …

In current road and pavement engineering practices, the lack of fresh natural aggregate
(granular material) supplies with increasing processing costs have led to use various …

In this paper, equations that were proposed in the literature over the past four decades to
estimate or predict the variation of the resilient modulus with respect to soil suction for …

A comprehensive research was conducted to study the performance of a variety of stabilized
geomaterials against the freeze–thaw (F–T) cycling process. Also included were …

The increased generation of demolition waste has led to the successful implementation of its
utilization in civil engineering projects. The combination of recycled aggregates and …

Soil suction (ψ) is one of the key factors that influence the resilient modulus (MR) of
pavement subgrade soils. There are several models available in the literature for predicting …

The use of recycled concrete aggregate (RCA) materials in highway constructions is
economically viable and reduces virgin natural resource demands on the environment. To …

Unbound aggregate materials are commonly used in highway bases due to their satisfactory
mechanical strength and permeability. Compaction is the most important procedure in …

The graded crushed stone has been widely used in flexible pavement structures to reduce
the reflective crack and optimize pavement performance. The most important performance …