Determination of pavement internal condition from a non-destructive field test is a persistent
topic for its practical necessity and difficulty. It is essentially an inverse problem calibrating …

The study investigated the potential of incineration bottom ash (IBA) as an alternative to
natural aggregates in pavement subbase, subgrade, and embankments. An extensive …

The major objective of this study was to investigate the suitability of utilizing tire-derived
aggregates (TDA) at varying contents for the design of rubberized-asphalt base/subsurface …

In this study, 18 different unbound aggregates were collected from various locations of Idaho
and several characterization tests were conducted in the laboratory. The resilient modulus of …

The resilient modulus of base and subbase layers is a needed parameter in mechanistic
pavement analysis and design. The standard test procedure for measuring the resilient …

A prerequisite for the reliable design of low volume roads (LVRs) is the development of
simple and reliable testing techniques to simulate the behavior of unbound granular …

This project examined the results of an extensive program of (1) cyclic plate loading tests
carried out at Purdue University's S-BRITE site on two testing strips comprised of a coarse …

Saline soils are one of the types of problematic soils which are very vulnerable to dissolution
and swelling phenomena. This type of soil has been observed in many parts of Iran and has …

This thesis highlights the significance of using the Resilient Modulus (Mr) and Soil-Water
Characteristic Curve (SWCC) coefficients within the scope of pavement design. It aims to …

The resilient moduli (Mr) of the unbound layers and subgrade (SG) soils play a major role in
estimating the pavement responses and analyses for mechanistic-empirical (M− E) …