TAO Gao-liang, ZHOU Heng-jie, XIAO Heng-lin, et al. Mechanical and vegetative properties and anti-erosion effect of a new ecological slope protection material[J]. 2025, 46(10): 3018-3032.
DOI:
TAO Gao-liang, ZHOU Heng-jie, XIAO Heng-lin, et al. Mechanical and vegetative properties and anti-erosion effect of a new ecological slope protection material[J]. 2025, 46(10): 3018-3032.DOI: 10.16285/j.rsm.2024.1365.
Mechanical and vegetative properties and anti-erosion effect of a new ecological slope protection material
Ecological slope protection combines the benefits of slope safety and ecological restoration
presenting a promising and promotable method for slope protection. The ecological substrate
as the core structural layer of ecological slope protection technology
must exhibit both mechanical strength and vegetative support (mechanical-vegetative performance). The mechanical-vegetative performance of existing ecological substrates requires further improvement
highlighting the necessity for developing new ecological substrates. Nano-SiO₂ (NS) and basalt fiber (BF) demonstrate excellent performance in enhancing the mechanical properties of slope soil. However
research on their vegetative effects and erosion resistance are relatively limited. To address these issues
this study modified clay using two cement contents
four Nano-SiO₂ contents
and three fiber contents. Mechanical
vegetative
and erosion-resistant properties were investigated through unconfined compressive strength tests
direct shear tests
cracking tests
scanning electron microscopy analysis
as well as vegetative growth and erosion resistance tests. The results indicate that adding NS and BF together effectively enhances compressive and residual strength
with the greatest relative improvement at a combination ratio of 5% cement + 0.9% BF + 1.5% NS
achieving a 133.05% increase compared to ordinary cement soil. Additionally
NS and BF significantly improve the cohesion and shear strength of the cement soil. Calcium silicate hydrate (C-S-H) enhances the mechanical interlocking between hydration products and BF by encapsulating the fibers
thereby improving soil strength
crack resistance
and erosion resistance. The pozzolanic reaction and nucleation effect of NS further amplify this improvement. Furthermore
the ecological substrate cement soils with composite ratios of 3% cement + 0.3% BF + 1.5% NS and 5% cement + 0.9% BF + 1.5% NS both achieve germination rate over 80%
meeting planting requirements with good plant growth performance. In the erosion tests
erosion resistance is significantly enhanced
with erosion rates of only 10.24% and 3.60% under the synergistic effect of vegetation.