Expansive soil slopes are highly susceptible to shallow cracking, strength degradation and deformation under alternating rainfall and evaporation. This study investigates the performance of a turf-reinforced waterproofing system (HTRWS) comprising a high-performance turf reinforcement mat (HPTRM) and a polymer waterproof coating (PWC) for protecting expansive soil slopes. Three comparative model slopes, namely a bare slope, an HPTRM-protected slope and an HTRWS-protected slope, were subjected to five rainfall–evaporation cycles, during which volumetric water content, pore water pressure, and vertical and horizontal deformation were monitored continuously. The results indicate that rainfall–evaporation cycling strongly affected the hydro-mechanical response of the shallow slope zone, with the influence decreasing with depth and with clear lag effects in moisture and pore-pressure response. The maximum volumetric water content changes in the HPTRM- and HTRWS-protected slopes were 75.19% and 24.27% of that in the bare slope, respectively, while the corresponding maximum pore water pressures were 75.76% and 16.18%. The maximum vertical and horizontal displacements of the bare slope were 1.41–4.35 and 1.27–4.91 times those of the protected slopes. Under the present test conditions, the HTRWS substantially restricted external water exchange, reduced swelling–shrinkage deformation, and limited surface deterioration.
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Technical Paper|
July 17 2026
Turf-reinforced waterproofing system for expansive soil slopes under rainfall–evaporation
B. He;
B. He
1School of Civil Engineering and Architecture,
Guangxi University
, Nanning, China
, E-mail: hbfgeo@163.com
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S. Ma;
2School of Civil Engineering and Architecture, State Key Laboratory of Featured Metal Materials and Life-cycle Safety for Composite Structures,
Guangxi University
, Nanning, China
Corresponding author S. Ma (shaokun_ma@163.com)
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M. Ma;
M. Ma
3School of Civil Engineering,
Guangxi Polytechnic of Construction
, Nanning, China
, E-mail: mamingeo@163.com
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Z. Huang;
Z. Huang
4School of Civil Engineering and Architecture, State Key Laboratory of Featured Metal Materials and Life-cycle Safety for Composite Structures,
Guangxi University
, Nanning, China
, E-mail: z-huang@gxu.edu.cn
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Y. Liu;
Y. Liu
5School of Civil Engineering and Architecture, State Key Laboratory of Featured Metal Materials and Life-cycle Safety for Composite Structures,
Guangxi University
, Nanning, China
, E-mail: lyily1112@126.com
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L. Liao
L. Liao
6School of Civil Engineering and Architecture, State Key Laboratory of Featured Metal Materials and Life-cycle Safety for Composite Structures,
Guangxi University
, Nanning, China
, E-mail: 01llp@163.com
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Corresponding author S. Ma (shaokun_ma@163.com)
DECLARATION OF COMPETING INTEREST The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Publisher: Emerald Publishing
Received:
December 08 2025
Accepted:
June 07 2026
Online ISSN: 1751-7613
Print ISSN: 1072-6349
© 2026 Emerald Publishing Limited
2026
Emerald Publishing Limited
Licensed re-use rights only
Geosynthetics International 1–18.
Article history
Received:
December 08 2025
Accepted:
June 07 2026
Citation
He B, Ma S, Ma M, Huang Z, Liu Y, Liao L (2026;), "Turf-reinforced waterproofing system for expansive soil slopes under rainfall–evaporation". Geosynthetics International, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1680/jgein.25.00225
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