Sustainable soil stabilization using industrial waste ash: Enhancing expansive clay properties
This study investigates the use of various industrial waste materials—silica fume (SF),
cement kiln dust (CKD), calcium carbide residue (CCR), rice husk ash (RHA), and ground …
cement kiln dust (CKD), calcium carbide residue (CCR), rice husk ash (RHA), and ground …
Shear strength of soil by using rice husk ash waste for sustainable ground improvement
In the global construction industry, areas characterized by weak and expansive soils are on
the rise, necessitating effective solutions for strength enhancement. Addressing this concern …
the rise, necessitating effective solutions for strength enhancement. Addressing this concern …
Use of rise husks to improve the efficiency of MICP-based soil improvement technique
THK Nawarathna, S Gowthaman, R Ketheesraj… - Discover Civil …, 2024 - Springer
Biogrouting has been identified as the best alternative approach for the conventional cement
and chemical grouts. Among the various types of biogrouting techniques, microbial induced …
and chemical grouts. Among the various types of biogrouting techniques, microbial induced …
Long-Term Shear Strength Characteristics of Biopolymer-Stabilized Municipal Solid Waste Fines and Statistical Analysis
AK Verma, A Prasad, NS Bonal - Available at SSRN 4179239, 2022 - papers.ssrn.com
Recently biopolymers have been proved to be eco-friendly and sustainable soil stabilizers.
Their effectiveness in soil mainly depends on the biopolymer type, soil type, curing …
Their effectiveness in soil mainly depends on the biopolymer type, soil type, curing …
Application of industrial by-product waste as soil stabilising backfill material using a multi-layering method
M Al Jaber, N Muhammad, J Selvaraj - Discover Civil Engineering, 2024 - Springer
Peat soil presents significant challenges for construction due to its inherent weak properties,
including high water content, limited permeability, low shear Strength, low specific gravity …
including high water content, limited permeability, low shear Strength, low specific gravity …