Geosynthetics have been commonly used for the construction of civil engineering structures
such as retaining wall, road and railways, coastal protection, soft ground improvement work …

Nondestructive testing methods have been increasingly used to evaluate in situ layered
stiffness of pavement systems. However, different testing methods could yield considerable …

This paper presents a field-scale experimental track over a poor subgrade with an
unreinforced section and a geocell-reinforced section subjected to in-situ performance tests …

The railway embankments are always subjected to cyclic loads which lead to track
deterioration. The rehabilitation and maintenance of the tracks require the materials to be …

A change in soil modulus in response to suction-moisture variation after compaction plays a
vital role on modulus-based compaction control during earthwork construction. This study …

A novel approach to in situ performance testing using automated plate load testing (APLT)
was adopted to verify the design of a 45.67 km agricultural corridor with chip seal surfaced …

To improve the accuracy of back‐calculation of soil modulus using the portable falling
weight deflectometer (PFWD), a viscoelastic method (VEM) overcoming the limitations of the …

Many transportation agencies started implementing Mechanistic-Empirical (ME) approach
for designing and analyzing new and rehabilitated pavements. Although the widely popular …

This study presents a comprehensive evaluation of the resilient modulus of unsaturated
subgrade soils using a novel in-situ modulus detector (IMD) along with various laboratory …

Mechanistic-Empirical (ME) pavement design approaches consider seasonal moisture
variations in the subgrade and unbound aggregates base (UAB) layers as an important …