Soil Stabilization by Calcium Carbide Residue and Fly Ash
By Suksun Horpibulsuk, Chayakrit Phetchuay, A. Chinkulkijniwat. 2012
292 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/4a1fe2c710cb6054140b54a786dad8ad37662f04
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In Civil and Structural Engineering
- Suksun Horpibulsuk
- A. Arulrajah
- A. Chinkulkijniwat
- Chayakrit Phetchuay
- Arnon Cholaphatsorn
- Patimapon Sukmak
- C. Suksiripattanapong
- Shazim Ali memon
Citations in the corpus
- Compressive strength development in fly ash geopolymer masonry units manufactured from water treatment sludge (2015, background): “In recent years, there has been an environmental push worldwide to continually seek new reuse applications for various waste materials inclusive of demolition wastes [1,2], municipal solid wastes [3–5], biosolids [6,7], commercial and industrial wastes [8–14] and organic wastes [15].”
- Strength development in silty clay stabilized with calcium carbide residue and fly ash (2013, methodology): “This water content provides higher strength than other molding water contents at the same compaction energy (Horpibulsuk et al., 2012a).”
- On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review (2020, background): “It is deleterious in nature but rich in lime [138] content; therefore, it can be used to modify the properties of expansive soils [169].”
- Strength development and durability of alkali-activated fly ash mortar with calcium carbide residue as additive (2018, unknown): “For example, a combination of CCR and FA without PC has been used by Makaratat et al. [36] for producing concrete, and for improving the strength characteristics of silty clay and soil [34, 35].”