Mineralogical Analysis of Copper Slag Treated Expansive Soil Using X-Ray Diffraction DOI
Amit Kumar Jangid, Kamaldeep Singh Grover, Jitendra Khatti

et al.

Journal of The Institution of Engineers (India) Series A, Journal Year: 2024, Volume and Issue: unknown

Published: Oct. 8, 2024

Language: Английский

Sustainable use of waste hazelnut shell ash in road construction to stabilize expansive subgrade DOI

Muhammed Tanyıldızı,

Sema Nasıroğlu,

Abdülhakim Zeybek

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 432, P. 136663 - 136663

Published: May 17, 2024

Language: Английский

Citations

7

Predicting the compressive strength of solid waste-cement stabilized compacted soil using machine learning model DOI
Qianglong Yao, Yiliang Tu, Jiahui Yang

et al.

Materials Today Communications, Journal Year: 2025, Volume and Issue: unknown, P. 111882 - 111882

Published: Feb. 1, 2025

Language: Английский

Citations

0

Mine Tailing as a Resource for Expansive Soil Stabilization: A Sustainable Perspective in Mining and Mineral Engineering DOI Creative Commons

M. J. Supriya,

Arkanti Krishnaiah

Journal of Mines Metals and Fuels, Journal Year: 2025, Volume and Issue: unknown, P. 243 - 257

Published: Feb. 24, 2025

This study investigates the stabilization of Black Cotton (BC) soil, an expansive and highly compressible soil type unsuitable for construction, through incorporation industrial waste materials. Rapid industrialization has escalated generation by-products, prompting need sustainable disposal solutions. research explores enhancement BC soil’s properties by reinforcing it with mine tailings (a by-product gold extraction process) lime. samples were stabilized at varying proportions, from 10% to 50%, additional 4% lime [Ca(OH)₂] in select combinations. The index engineering tailings, BC-mine tailings-lime mixtures assessed. Experimental evaluations conducted a prolonged curing periods 0, 7, 14, 30, 60, 90, 180, 365 days which is major gap identified literature survey. Scanning Electron Microscopy (SEM) analysis was performed on optimal combinations observe microstructural changes. experimental findings indicate significant improvement geotechnical addition lime, providing viable approach both tailing utilization. Major Findings: found that incorporating (10-50 %) significantly improved soil. Prolonged (up days) resulted enhanced strength reduced expansiveness, addressing key gap. SEM revealed changes contributed process.

Language: Английский

Citations

0

Stabilisation of Black Cotton Soil Using Red Mud: An Alumina Extraction Byproduct DOI

M. J. Supriya,

Arkanti Krishnaiah

Journal of Mines Metals and Fuels, Journal Year: 2025, Volume and Issue: unknown, P. 969 - 979

Published: April 16, 2025

This study investigates the stability of Black Cotton (BC) soil which is known for its high shrinkage and compressibility difficulties in civil engineering by reinforcing it with Red Mud (RM), an industrial waste by-product from Bayer aluminium process, lime [Ca (OH) ]. To address issues weak BC disposal, sample was mixed RM increments ranging 10% to 50%, effect adding 4% also investigated. The index characteristics these stabilised combinations were tested during lengthy curing periods (0, 7, 14, 30, 60, 90, 180, 365 days), filling a large gap literature about long-term impacts on expansive soils. Scanning Electron Microscope (SEM) examination performed improved better understand microstructural alterations that contribute strength increases. findings show, addition 30% optimum greatly enhanced qualities over time combination 40.07 kN/m2 116.31 immediate testing. Following 365-day period, UCS rose 615.49 kN/m2, demonstrating effectiveness this stabilising method applications. As analysis, mixture BCS promotes gradual densification process time. stabilisation efficiently transform original loose, porous structure into consolidated matrix mechanical properties. Major Findings: demonstrated incorporating along significantly geotechnical properties soil. An extended period up days reduced expansiveness. SEM analysis highlighted transformations played major role process.

Language: Английский

Citations

0

An investigation of nonmagnetic iron slag effect on engineering parameters of expansive soil and its statistical validation DOI
Amit Kumar Jangid, Kamaldeep Singh Grover

Multiscale and Multidisciplinary Modeling Experiments and Design, Journal Year: 2024, Volume and Issue: 7(4), P. 3639 - 3656

Published: April 15, 2024

Language: Английский

Citations

3

Mineralogical Analysis of Copper Slag Treated Expansive Soil Using X-Ray Diffraction DOI
Amit Kumar Jangid, Kamaldeep Singh Grover, Jitendra Khatti

et al.

Journal of The Institution of Engineers (India) Series A, Journal Year: 2024, Volume and Issue: unknown

Published: Oct. 8, 2024

Language: Английский

Citations

0