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contributor authorAsadul Haque
contributor authorChiak Kai Tang
contributor authorShahidul Islam
contributor authorP. G. Ranjith
contributor authorHa H. Bui
date accessioned2017-05-08T22:15:38Z
date available2017-05-08T22:15:38Z
date copyrightDecember 2014
date issued2014
identifier other40017744.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75418
description abstractUnconfined compressive strength (UCS) of synthetic biochar mixed clays (BMC) treated with lime-GGBS has been investigated. Biochar utilized in this study was produced from the slow pyrolysis of green waste residue. Treated biochar mixed clays have also been tested for microstructural and mineralogical developments. Results of this study showed that a lime content of 2 wt%, which is much lower than the conventionally used 10 wt% lime for synthetic clay, can be effectively incorporated to improve BMCs. X-ray Diffraction analysis carried out on treated BMCs showed the development of cementitious minerals (
publisherAmerican Society of Civil Engineers
titleBiochar Sequestration in Lime-Slag Treated Synthetic Soils: A Green Approach to Ground Improvement
typeJournal Paper
journal volume26
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001113
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 012
contenttypeFulltext


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