A laboratory study on the stabilization of black cotton soil (BCS) with up to 8% lime admixed
with up to 10% iron ore tailing (IOT) by dry weight of soil compacted with British Standard …

This study investigated the effect of oyster shell ash (OSA) on the geotechnical properties of
lateritic soil. Laboratory studies were performed using lateritic soil treated with up to 15 …

An expansive soil (black cotton soil) treated with up to 10% cement kiln dust (CKD), a waste
obtained from the manufacture of cement, was evaluated for use as a flexible pavement …

Rice husk ash (RHA) is a pozzolanic material that could be potentially used in soil
stabilization, though it is moderately produced and readily available. When rice husk is burnt …

The study is an investigation into the effect of rice husk ash (RHA) on some geotechnical
properties of a lateritic soil classified as A-2-6 (0) or SW for sub-grade purposes. The …

The results of a laboratory study on the influence of standard Proctor and West African
Standard (WAS) compactive efforts on the compaction and strength characteristics of tropical …

This study was carried out to evaluate the effect of bagasse ash (BA) on lime stabilized
lateritic soils. Laboratory tests were performed on the natural and lime/bagasse ash treated …

Combined treatment techniques have been adopted by many pavement designers and site
engineers to improve the strength and stability of subgrades or foundation soils of expansive …

In today scenario, lack of stable ground for development of infrastructures is very common. In
view of this, construction of buildings on unsuitable ground is unavoidable and making a …

The stabilisation potential of Nanosized palm bunch ash (NPBA) was investigated. This
investigation was aimed at assessing the effect of NPBA on the stabilisation of Umuntu …