Laboratory investigation on the effect of micro sized quarry dust on engineering behaviour of
cement stabilized lateritic soil was carried out. The specific concentration was on the …

The purpose of this study is to investigate the individual and admixed effects of sawdust ash
(SDA) and high calcium fly ash (HCFA) on the geotechnical characteristics of expansive soil …

Soil materials with poor engineering performance such as those rich in clay are prevalent
across the globe. The clayey nature of these soils is of one the factors responsible for the …

This research presents an experimental study to analyse the role of lime and cement in
amelioration protocols of expansive black clay (EBC) in the presence of oyster shell ash …

Amidst the escalating urbanization and burgeoning infrastructural requisites, the imperative
of deploying sustainable and efficacious soil stabilization methodologies has been amplified …

This study assesses the compatibility performance of microbial induced calcite precipitate
bound lateritic soil using Bacillus megaterium (B. megaterium) for hydraulic barrier of …

Lateritic soil is a kind of residual soil widespread in tropical countries. This soil usually
possesses acceptable engineering properties to be laid under the construction projects …

Microbial-induced calcite precipitation (MICP) is a soil improvement technique that has
shown great potential in several geotechnical applications in the previous decade. Some …

In an attempt to promote a cleaner environment, the deployment of waste materials in soil
amendment protocols have been a major concern for civil engineers. Recent discoveries in …

In an attempt to seek for cost-effective construction materials which is expected to stimulate
sustainable road pavements, the use of waste industrial materials such as cement kiln dust …