Earthquake-induced liquefaction causes soil to exhibit fluidlike behavior due to a sudden
increase in pore water pressure and a concurrent decrease in effective stress. The …

This study explored the effect of indigenous bacteria present in the soil to stabilized swelling
behavior and improving the mechanical property of expansive soil. The objective of the …

The recently developed microbially induced calcite precipitation (MICP) method is a
potentially effective and environmentally friendly technique to improve the unfavorable soil …

Wind erosion is one of the significant natural calamities worldwide, which degrades around
one-third of global land. The eroded and suspended soil particles in the environment may …

This study explored the coupling effect of the recycled ash and natural fibers to control the
expansive soil's strength and durability attributes. The bottom ash (BA) was used to …

Soil modification is a technique for improving poor soil properties to make them suitable for
engineering projects. Regarding the previous studies, various types of stabilisations were …

Microbially induced calcite precipitation (MICP) has received greater attention of
geotechnical engineers recently as a potentially effective and sustainable approach for …

Microbially induced calcite precipitation (MICP), an emanating, sustainable and potentially
sound technique for biocementation of granular soils. The method is based on the metabolic …

Microbially induced calcite precipitation (MICP) is a recently developed technique for
microbiological ground improvement that has been applied for mitigating various …

This study explores the coupling effect of pond ash (PA) and polypropylene (PP) fiber to
control the strength and durability of expansive soil. The PA is used to chemically treat the …