2018
DOI: 10.1016/j.conbuildmat.2018.05.271
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Synthesis, characterization and evaluation of biochar from agricultural waste biomass for use in building materials

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Cited by 138 publications
(62 citation statements)
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“…The re duction in the flex ural strength with the in cor po ra tion of biochar was also at trib uted to the re duc tion in the amount of cal cium sil i cate hydrate formed due to the re duc tion in the ce ment con tent. In con trast, Zei d abadi et al [ 129 ] re ported an in crease in the ten sile strength of con crete mix tures in cor po ra tion rice husk biochar up to 10% re placement of the ce ment. The en hance ment of the ten sile strength with the ad di tion of the biochar can be as so ci ated with the pos si ble re fine ment of the in ter fa cial tran si tion zone.…”
Section: 2 Tensile Strengthmentioning
confidence: 99%
“…The re duction in the flex ural strength with the in cor po ra tion of biochar was also at trib uted to the re duc tion in the amount of cal cium sil i cate hydrate formed due to the re duc tion in the ce ment con tent. In con trast, Zei d abadi et al [ 129 ] re ported an in crease in the ten sile strength of con crete mix tures in cor po ra tion rice husk biochar up to 10% re placement of the ce ment. The en hance ment of the ten sile strength with the ad di tion of the biochar can be as so ci ated with the pos si ble re fine ment of the in ter fa cial tran si tion zone.…”
Section: 2 Tensile Strengthmentioning
confidence: 99%
“…The XRD diffractograms of the biochar samples are presented in Figure 2A‐F, which essentially show the mineral components identified in the biochars. The XRD patterns of SCB350 and SCB550 (depicted in Figure 2C) showed amorphous nature due to broad bumps and few peaks in the range 2θ = 10° to 33° 21,25 . The peaks in the XRD pattern for SCB 350 disappeared as temperature increased to 550°C.…”
Section: Resultsmentioning
confidence: 98%
“…The XRD patterns of SCB350 and SCB550 (depicted in Figure 2C) showed amorphous nature due to broad bumps and few peaks in the range 2θ = 10 to 33 . 21,25 The peaks in the XRD pattern for SCB 350 disappeared as temperature increased to 550 C. No detectable peaks were observed in the XRD pattern of SCB550. This indicated that the crystallinity was reduced with the increasing pyrolysis temperature and formation of C rich amorphous biochars.…”
Section: Crystalline Structure and Chemical Compositionmentioning
confidence: 99%
“…Zeidabadi et al [77] reported maximum strength on the 5 wt.% bagasse biochar-added concretes. In contrast to the work of Zeidabadi et al [77], Mrad and Chehab [80] observed a decrease in compressive strength when high percentages of biochar were used (5, 10, 15, 25, and 40 wt.%). The authors noted a loss of 20-98% compressive strength in the biochar mortar when compared to mortar without biochar.…”
Section: Compression Strengthmentioning
confidence: 99%
“…The bonding characteristics can also vary depending on the feedstock material used to make the biochar. For instance, Zeidabadi et al [77] investigated the efficacy of two different biochars (rice husk biochar and bagasse biochar) produced at the same pyrolysis temperature of 700 • C. The authors noted differences in the mechanical properties of two different biochar-added concretes developed using the same process and weight percentage. The author concluded that this variation was caused by differences in the structural properties of the biochar.…”
Section: Microstructure and Interfacial Bonding In Biochar/cementitious Materialsmentioning
confidence: 99%