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contributor authorHuan Dong
contributor authorAnthony Kwan Leung
contributor authorRui Chen
contributor authorSergio Lourenco
contributor authorViroon Kamchoom
date accessioned2023-11-27T23:26:04Z
date available2023-11-27T23:26:04Z
date issued7/13/2023 12:00:00 AM
date issued2023-07-13
identifier otherJGGEFK.GTENG-11158.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293556
description abstractHydrochar is a biomass-derived carbon-rich material produced by the hydrothermal carbonization process which requires less energy than the pyrolysis production of biochar. The effectiveness of using hydrochar to amend soil properties, especially hydraulic conductivity, and the underlying mechanism that hydrochar follow remain unknown. This study measured the effects of grass feedstock and grass-derived hydrochar produced at two temperatures (180°C and 240°C) on the pore size distributions (PSDs) and saturated hydraulic conductivity (ks) of compacted silty-clay sand. Hydrochar affected the ks through predominantly the change of macropores of amended soil. Specifically, the addition of 180°C hydrochar [with a 60% specific gravity (GHs) of the soil] at the mass proportion (fH) of 2.5% evolved the PSD from unimodal to trimodal, creating a more open soil structure and increasing the ks by more than half an order of magnitude. When fH exceeded the threshold of 2.5%, the improvement of ks decreased in effectiveness following the compression of macropores. The 240°C hydrochar that has a larger GHs (than the 180°C case) has a high threshold of 5% and introduced a great increase in ks. Test results highlight the importance of avoiding adding excessive hydrochar to prevent the reduction of the effectiveness of drainage improvement.
publisherASCE
titleChanges in Pore-Size Distribution and Hydraulic Conductivity of Compacted Soils by Grass-Derived Hydrochar
typeJournal Article
journal volume149
journal issue9
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/JGGEFK.GTENG-11158
journal fristpage04023079-1
journal lastpage04023079-13
page13
treeJournal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 009
contenttypeFulltext


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