Technical Papers
Jul 13, 2023

Changes in Pore-Size Distribution and Hydraulic Conductivity of Compacted Soils by Grass-Derived Hydrochar

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 9

Abstract

Hydrochar 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.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research work was supported by the Grants (Nos. CRF/C6006-20G, N_HKUST/603/22, and 16202422) funded by the Hong Kong Research Grants Council and the grant from the initiative on the Sustainable Smart Campus as Living Lab, from the Hong Kong University of Science and Technology. V. Kamchoom acknowledges the Grants (No. FRB66065/0258-RE-KRIS/FF66/53) provided by King Mongkut’s Institute of Technology Ladkrabang (KMITL), and National Science, Research and Innovation Fund (NSRF).

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Journal of Geotechnical and Geoenvironmental Engineering
Volume 149Issue 9September 2023

History

Received: Jul 4, 2022
Accepted: May 23, 2023
Published online: Jul 13, 2023
Published in print: Sep 1, 2023
Discussion open until: Dec 13, 2023

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Research Student, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong SAR, China. ORCID: https://orcid.org/0000-0002-6702-5603
Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong SAR, China (corresponding author). ORCID: https://orcid.org/0000-0002-5192-5033. Email: [email protected]
Rui Chen
Professor, School of Civil and Environmental Engineering, Harbin Institute of Technology, Shenzhen, Shenzhen 518055, China.
Sergio Lourenco
Associate Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong SAR, China.
Viroon Kamchoom
Associate Professor, Excellent Centre for Green and Sustainable Infrastructure, Dept. of Civil Engineering, School of Engineering, King Mongkut’s Institute of Technology Ladkrabang, Bangkok 10520, Thailand.

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