Expansive soils are problematic due to the performances of their clay mineral constituent,
which makes them exhibit the shrink-swell characteristics. The shrink-swell behaviours …

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 …

Purpose The process of removing sediments from the bottom of dams generates large
amounts of dredged sediments, which are considered waste. The purpose of this research …

Dredged sediments excavated or removed from reservoirs are classified as waste materials.
The reuse of dredged sediments as road materials is an interesting solution to …

An attempt to reduce the amount of environmental wastes and the high cost of conventional
stabilizers has led to continuous studies on the economic utilization of ash from agro-wastes …

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 …

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 …

Laboratory studies on lateritic soil treated with up to 8% calcium chloride (CaCl 2) by dry
weight of soil was carried out to establish the soil improving potential. Tests carried out …

An experimental study was carried out on an expansive black cotton soil (BCS) treated with
lime and bamboo ash (BA) to determine its suitability as subgrade material. Preliminary tests …