Mudassir Mehmood
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View article: Basalt fiber reinforcement cementation with bio-inspired carbonate precipitation for stabilization of expansive soil
Basalt fiber reinforcement cementation with bio-inspired carbonate precipitation for stabilization of expansive soil Open
This study presents a sustainable method to enhance expansive soil performance by integrating enzyme induced carbonate precipitation (EICP) with basalt fiber (BF) reinforcement. Laboratory experiments were conducted using an optimized EICP…
View article: Experimental study on the engineering characteristics of expansive soil improved conjointly using enzyme induced carbonate precipitation and eggshell powder
Experimental study on the engineering characteristics of expansive soil improved conjointly using enzyme induced carbonate precipitation and eggshell powder Open
Enzyme induced carbonate precipitation (EICP) is gaining more and more recognition that can be utilized on-site to enhance the quality of the weak soil. In this experimental study, a novel approach that combines EICP and eggshell powder (E…
View article: Soil-water retention capacity of expansive soil improved through enzyme induced carbonate precipitation-eggshell powder
Soil-water retention capacity of expansive soil improved through enzyme induced carbonate precipitation-eggshell powder Open
Enzyme Induced Carbonate Precipitation (EICP) has been extensively investigated as a promising approach to improve engineering properties of soil, while Eggshell Powder (ESP) is an agricultural waste that effectively fills soil pores. The …
View article: Soil-water characteristic curve of expansive soils considering cumulative damage effects of wetting and drying cycles
Soil-water characteristic curve of expansive soils considering cumulative damage effects of wetting and drying cycles Open
A novel experimental program was undertaken to explore crack development inside an expansive soil column under cyclic Wetting and Drying (W-D) and its influences on the Soil-Water Characteristic Curve (SWCC). Experimental investigations re…
View article: Evaluation of Deformation and Settlement Properties of Cement-Stabilized Silt Mixed with EPS Beads of Various Sizes
Evaluation of Deformation and Settlement Properties of Cement-Stabilized Silt Mixed with EPS Beads of Various Sizes Open
The expansion of China’s highways and railways, as well as the growing demand for them, has focused attention on the impact of traffic loads on foundation settling, uneven deformation, and ground cracking. These effects have garnered consi…
View article: Slope Remediation Techniques and Overview of Landslide Risk Management
Slope Remediation Techniques and Overview of Landslide Risk Management Open
Slope failures are common in many parts of the world which occur due to manifold reasons and they result in huge losses to the respective locals. This study evaluates the initiatives that can enhance the safety of slope by considering the …