1. .湖北工业大学 河湖健康智慧感知与生态修复教育部重点实验室,湖北,武汉,430068
2. .湖北工业大学 环境岩土与河湖生态修复湖北省重点实验室,湖北,武汉,430068
3. .湖北工业大学 生态环境岩土与河湖生态修复学科引智创新示范基地,湖北,武汉,430068
4. .江汉大学 精细爆破全国重点实验室,湖北,武汉,430056
网络首发:2025-10-10,
纸质出版:2025
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陶高梁, 周恒洁, 肖衡林, 等. 新型边坡防护生态基材的力学-植生性能与抗冲刷效果研究[J]. 岩土力学, 2025,46(10):3018-3032.
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.
陶高梁, 周恒洁, 肖衡林, 等. 新型边坡防护生态基材的力学-植生性能与抗冲刷效果研究[J]. 岩土力学, 2025,46(10):3018-3032. DOI: 10.16285/j.rsm.2024.1365.
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.
生态护坡兼备边坡安全效益和生态效益,是值得发展和推广的边坡防护型式。生态基材是生态护坡技术核心结构层,须同时具备力学性能和植生能力(力学-植生性能),已有生态基材力学-植生性能有待进一步提升,新型生态基材急需开发。纳米二氧化硅(nano-SiO,简称NS)和玄武岩纤维(basalt fiber,简称BF)在提高边坡土体力学性能方面表现优异,但对植生效果和抗冲刷性能的研究相对有限。为了解决这些问题,使用2种水泥掺量、4种纳米掺量和3种纤维掺量改良黏土,并通过无侧限抗压强度试验、直剪试验、开裂试验、扫描电子显微镜分析以及植生与抗冲刷试验,探讨其力学和植生与抗冲刷性能。研究结果表明,同时添加NS和BF能有效提升其抗压强度和残余强度,当复合含量为5%水泥+0.9%BF+1.5%NS组合比例时相对提升最大,较普通水泥土提高了133.05%。同时,NS和BF能显著提高水泥土的黏聚力和抗剪强度。水化硅酸钙凝胶(calcium silicate hydrate,简称C-S-H)通过包裹BF,增强了水化产物与BF之间的机械联锁作用,改善了土壤强度、抗裂性和抗侵蚀能力,NS的火山灰反应和成核效应进一步增强了这种效果。此外,复合含量为3%水泥+0.3%BF+1.5%NS和5%水泥+0.9%BF+1.5%NS组合比例的生态基材水泥土的发芽率均大于80%,满足种植需求,植物生长表现良好。在冲刷试验中,抗侵蚀能力提升效果显著,上述两种生态基材在植被的协同作用下,侵蚀率分别仅为10.24%和3.60%。
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.
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