In this study, a new ecological slope protection method – anchor-reinforced vegetation system (ARVS) – was applied to a newly excavated expansive soil slope. To explore the effect and mechanism of ARVS protection of newly excavated expansive soil slopes, expansive soil slopes with three different protection methods (bare slopes, grassed slopes and ARVS slopes) were built. Continuous natural rainfall tests and artificial rainfall tests were carried out. The results showed that compared with the bare slope and the grassed slope, the ARVS could effectively adjust the moisture and heat balance of newly excavated expansive soil slopes and achieve a satisfactory soil and water conservation performance. Under different rainfall intensities, the run-off and soil loss rates of the ARVS-protected slope were the smallest. Under the combined action of vegetation, high-performance turf reinforcement mats and anchors, the ARVS provided a superior erosion resistance. The higher the rainfall intensity, the more significant the anti-erosion effect of the ARVS compared with that of grass protection technology. The ARVS could also effectively limit the vertical and horizontal deformation of newly excavated expansive soil slopes. Therefore, the ARVS could effectively reduce the negative influence of the atmospheric environment on newly excavated expansive soil slopes and provide a new solution for shallow protection of newly excavated expansive soil slopes.
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April 2025
Research Article|
April 02 2024
Ecological flexible protection method of expansive soil slopes under rainfall
Yingzi Xu;
Yingzi Xu
Professor, School of Civil Engineering, Guangxi University, Nanning, China; Key Laboratory of Disaster Prevention and Mitigation and Engineering Safety of Guangxi, Nanning, China
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Chunyan Yang;
Chunyan Yang
Master’s student, School of Civil Engineering, Guangxi University, Nanning, China; Key Laboratory of Disaster Prevention and Mitigation and Engineering Safety of Guangxi, Nanning, China
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Chao Su;
Chao Su
Doctoral candidate, School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai, China
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Zhen Huang;
Zhen Huang
Associate Professor, School of Civil Engineering, Guangxi University, Nanning, China; Key Laboratory of Disaster Prevention and Mitigation and Engineering Safety of Guangxi, Nanning, China (corresponding author: hzcslg@163.com, z-huang@gxu.edu.cn)
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Xuhang Liao;
Xuhang Liao
Master’s student, School of Civil Engineering, Guangxi University, Nanning, China; Key Laboratory of Disaster Prevention and Mitigation and Engineering Safety of Guangxi, Nanning, China
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Linqiang Tang
Linqiang Tang
Associate Professor, Guangxi Transport Vocational and Technical College, Nanning, China
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Publisher: Emerald Publishing
Received:
November 11 2022
Accepted:
March 26 2024
Online ISSN: 2051-803X
Emerald Publishing Limited: All rights reserved
2025
Environmental Geotechnics (2025) 12 (3): 194–207.
Article history
Received:
November 11 2022
Accepted:
March 26 2024
Citation
Xu Y, Yang C, Su C, Huang Z, Liao X, Tang L (2025), "Ecological flexible protection method of expansive soil slopes under rainfall". Environmental Geotechnics, Vol. 12 No. 3 pp. 194–207, doi: https://doi.org/10.1680/jenge.22.00185
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