The Crack Characteristics of Expansive Soil Improved by Biochar and Sisal Fiber Composite

Long Ling; Aijun Chen; Weiliang Li; Shijie Lin; Rongxue Mu; Chuanyang Ding

doi:10.2991/978-94-6463-336-8_33

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The Crack Characteristics of Expansive Soil Improved by Biochar and Sisal Fiber Composite

Authors

Long Ling¹, Aijun Chen¹^{, *}, Weiliang Li¹, Shijie Lin¹, Rongxue Mu¹, Chuanyang Ding¹

¹School of Architecture and Transportation Engineering, University of Electronic Technology, Guilin, China

^*Corresponding author. Email: caj3026@163.com

Corresponding Author

Aijun Chen

Available Online 30 December 2023.

DOI: 10.2991/978-94-6463-336-8_33 How to use a DOI?
Keywords: Expansive soil; sisal fiber; biochar; desiccation cracking
Abstract: Expansive soil has a significant cracking tendency under arid environmental conditions, leading to numerous engineering hazards. To study the methods of inhibiting cracking of Nanning expansive soil, a desiccation cracking test was conducted on the soil samples improved by biochar and sisal fiber composite. Using image processing to record indicators of soil cracking changes, the influence of biochar and sisal fiber on the expansive soil cracking was investigated. The test results show that sisal fiber, biochar, and sisal fiber + biochar composite all have the potential to inhibit soil crack formation. The sisal fiber + biochar composite demonstrates the most significant improvement. The study results offer valuable reference for the prevention and control of foundation subsidence and slope hazards in expansive soil areas.
Copyright: © 2023 The Author(s)
Open Access: Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title: Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023)
Series: Advances in Engineering Research
Publication Date: 30 December 2023
ISBN: 10.2991/978-94-6463-336-8_33
ISSN: 2352-5401
DOI: 10.2991/978-94-6463-336-8_33 How to use a DOI?
Open Access: Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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ris enw bib

TY  - CONF
AU  - Long Ling
AU  - Aijun Chen
AU  - Weiliang Li
AU  - Shijie Lin
AU  - Rongxue Mu
AU  - Chuanyang Ding
PY  - 2023
DA  - 2023/12/30
TI  - The Crack Characteristics of Expansive Soil Improved by Biochar and Sisal Fiber Composite
BT  - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023)
PB  - Atlantis Press
SP  - 301
EP  - 307
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-336-8_33
DO  - 10.2991/978-94-6463-336-8_33
ID  - Ling2023
ER  -

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