Volume instability of expansive soils due to moisture fluctuations is often disastrous, causing
severe damages and distortions in the supported structures. It is, therefore, necessary to …

Calcium‐based stabilizer materials (CSMs) exhibit pozzolanic properties which improve the
properties of clayey soils by hydration, cation exchange, flocculation, pozzolanic reaction …

Problematic soils with high compressibility and low shear strength are often treated with
traditional chemical stabilizing additives such as cement and lime to improve their …

In the present study, industrial wastes such as Granulated Blast Furnace Slag (GBFS) and
Basic Oxygen Furnace Slag (BOFS) activated with calcium oxide (CaO) and medium …

This paper reports the strength and durability properties of expansive soil treated with slag-
based geopolymer, hydrated lime, and Portland cement. The slag content in the soil-slag …

An attempt has been made to bring out the influence on strength and volume change
behavior of fabric changes and new cementitious compound formation in a soil upon …

The large-scale utilization of waste materials is possible due to their comprehensive
geotechnical and mineralogical characterization and their interaction behaviour with soil. No …

Several soil stabilization techniques have been adopted to favorably modify the
geotechnical properties like hydraulic conductivity, strength, and compressibility of soil. In …

The efficiency of typical chemical and mechanical soil stabilization techniques in mitigating
the swelling problem of an expansive soil is investigated through a comprehensive …

This study evaluated the efficacy of enzyme induced calcite precipitation (EICP) in restricting
the mobility of heavy metals in soils. EICP is an environmentally friendly method that has …