Swelling potential, shrinkage and durability of cemented and uncemented lateritic soils treated with CWC base geopolymer
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Date
2018
Journal Title
Journal ISSN
Volume Title
Publisher
International Journal of Geotechnical Engineering
Abstract
The swelling potential, shrinkage limits, strength development and durability of crushed waste ceramic
base geopolymer cement (CWCbGPC) treated test soils A, B and C have been studied under the laboratory
conditions. The test soil samples were preliminarily investigated and characterized under the laboratory
conditions. Soils A, B and C were classified as A-2-7, A-2-6 and A-7, respectively, according to the AASHTO
classification method. They were also classified according to USCS as poorly graded. Additionally, soils A
and C were observed as having higher clay content than soil B. They were also classified as highly plastic
with plasticity index above 17% and expansive. The free swell index and shrinkage tests showed that they
had high potential for swelling and shrinkage. The treated soils show significant improvement in swelling,
shrinkage, strength development and durability with CWCbGPC while the cemented soils failed in terms
of shrinkage and durability, which proved that Portland cements have high potential for shrinkage with
soil blends. The results of the laboratory study have shown that CWCbGPC and other geopolymer cements
can totally replace Portland cements in civil engineering works more especially in the construction of
hydraulically bound structures.
Description
Keywords
Durability, Swelling and shrinkage, Compacted lateritic soils, Quarry dust, Metallurgical slag, Crushed waste ceramics, Geopolymer
Citation
Kennedy Chibuzor Onyelowe, Duc Bui Van & Manh Nguyen Van (2018): Swelling potential, shrinkage and durability of cemented and uncemented lateritic soils treated with CWC base geopolymer, International Journal of Geotechnical Engineering, DOI: 10.1080/19386362.2018.1462606