Performance and evaluation of calcium carbide residue stabilized lateritic soil for construction materials

This research investigated the engineering properties of lateritic soil stabilized with calcium carbide residue (CCR), which is a by-product of an acetylene production process. The strength, modulus of elasticity and California Bearing Ratio of the stabilized soil were tested in both soaked and un-s...

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Hlavní autoři:	Prinya Chindaprasirt, Apichit Kampala, Peerapong Jitsangiam, Suksun Horpibulsuk
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	Elsevier 2020-12-01
Edice:	Case Studies in Construction Materials
Témata:	Calcium carbide residue Soil stabilization Unconfined compressive strength Modulus of elasticity California Bearing Ratio
On-line přístup:	http://www.sciencedirect.com/science/article/pii/S2214509520300619
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