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Chijioke Christopher Ikeagwuani
Researcher at University of Nigeria, Nsukka
Publications - 36
Citations - 526
Chijioke Christopher Ikeagwuani is an academic researcher from University of Nigeria, Nsukka. The author has contributed to research in topics: Expansive clay & Lime. The author has an hindex of 8, co-authored 25 publications receiving 263 citations.
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Journal ArticleDOI
Emerging trends in expansive soil stabilisation: A review
TL;DR: In this paper, the additive and techniques applied for stabilizing expansive soils will be focused on, with respect to their efficiency in improving the engineering properties of the soils, and some issues regarding the effective application of the emerging trends in expansive soil stabilisation were presented with three categories, namely geoenvironmental, standardisation and optimisation issues.
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Stabilization of black cotton soil subgrade using sawdust ash and lime
TL;DR: In this article, sawdust was burnt to ashes in a furnace at a temperature of 800°C and then mixed with BCS in varying proportions of 4, 8, 12, 16% and 20%.
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Recycling and reuse of solid wastes; a hub for ecofriendly, ecoefficient and sustainable soil, concrete, wastewater and pavement reengineering
Kennedy C. Onyelowe,Duc Bui Van,Obiekwe Ubachukwu,Charles Ezugwu,Bunyamin Salahudeen,Manh Nguyen Van,Chijioke Christopher Ikeagwuani,Talal Amhadi,Felix Sosa,Wei Wu,Thinh Ta Duc,Adrian O. Eberemu,Tho Pham Duc,Obinna Barah,Chidozie Ikpa,Francis Orji,George Uwadiegwu Alaneme,George Uwadiegwu Alaneme,Ezenwa Chinenye Amanamba,Henry Ugwuanyi,Henry Ugwuanyi,Vishnu Sai,Chukwuma H. Kadurumba,S. Selvakumar,Benjamin Ugorji,Benjamin Ugorji +25 more
TL;DR: In this paper, it has been shown that CO and CO2 emissions can be contained during the derivation of alternative or supplementary cementing materials used in the replacement of ordinary Portland cement in civil engineering works.
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Evaluating the effect of agro-based admixture on lime-treated expansive soil for subgrade material
TL;DR: An experimental study was carried out on an expansive black cotton soil (BCS) treated with lime and bamboo ash (BA) to determine its suitability as subgrade material as discussed by the authors.
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Resilient Modulus of Lime-Bamboo Ash Stabilized Subgrade Soil with Different Compactive Energy
TL;DR: In this article, two compactive energies, British standard heavy and British standard light, were applied for determination of the stabilized soil, and the results showed that the results were improved with additive content and increased deviator and confining stresses, the values diminished with compaction attenuation.