植物与MICP协同作用下边坡土壤侵蚀试验与模型研究
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作者单位:

1.福州大学紫金地质与矿业学院;2.国网福建省电力有限公司电力科学研究院

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中图分类号:

S157.2

基金项目:

国家自然科学基金项目(面上项目,重点项目,重大项目)“强降雨条件下阶梯状茶园边坡的水文响应及浅层失稳机制”(42477165);国网福建省电力有限公司项目“输电线路塔基裸土植被修复生境调控技术研究及生态基材研制”(SGFJDK00DYJS2310139);福建省自然科学基金项目“闽西地区紫色土横垄坡面水蚀微地貌演化及侵蚀响应规律研究”(2024J08113)


Experimental and modeling study on slope soil erosion under the synergistic effects of plants and MICP
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Zijin School of Geology and Mining,Fuzhou University

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    摘要:

    [目的] 土壤侵蚀防治一直是水土保持领域的研究重点,而多种方法联合是当前土壤侵蚀防治的研究热点之一。本文分析植物与微生物矿化(MICP)协同作用,旨在揭示植物与MICP联合方法的护坡有效性及其对水文与土壤侵蚀过程的影响,为斜坡土壤侵蚀防治提供新思路与新技术。[方法] 本研究开展了五组试验,包括裸土对照组(CK)、MICP处理组(MR)以及三种植物(高羊茅FA、紫花苜蓿MS、香根草CZ)分别与MICP协同防护试验组(FA-MC、MS-MC和CZ-MC)。基于地表-地下水耦合过程,构建了土壤侵蚀数值模型,用以定量分析不同护坡设计下的土壤侵蚀率。通过直剪试验、显微镜观测与扫描电镜等技术综合分析粘聚力c与内摩擦角φ的变化规律与机理。[结果](1)MICP作用下土壤孔隙填充片状、团絮状的CaCO3沉积物,有效胶结松散土颗粒,提升c值;减少孔隙度与提升粗糙度,使φ值升高;植物与MICP协同作用下,c与φ均进一步提升,相对于CK组最高分别提升了402.81%和33.91%;(2)数值模型能较好地模拟五组试验的径流量与土壤侵蚀速率(平均绝对误差最高值分别为2.39×10?? m/s和1.77×10?2 g/m2/s),为分析植物与MICP协同作用下的水文与土壤侵蚀过程提供工具;(3)植物与MIPC协同作用既可显著提升土体强度,也能改善土壤渗透性和保水性能,同时在植物截流消能、蓄水绕流、径流拦挡等多重减蚀作用下,发挥强化、保水和减蚀的综合功效。[结论] 通过植物与MICP协同作用,改善土壤性质和削弱雨滴对斜面的溅蚀和冲蚀作用,从而调节土壤侵蚀过程。构建的数值模型可作为土壤侵蚀研究过程中,分析不同护坡设计下水土保持效果的有效工具。

    Abstract:

    [Objective] Soil erosion control has long been a research focus in soil and water conservation, and the integration of multiple methods represents a current hotspot. This study analyzes the synergistic effects of vegetation and Microbial-Induced Carbonate Precipitation (MICP), aiming to reveal the effectiveness of this combined approach for slope protection and its impact on hydrological and soil erosion processes, thereby providing new insights and technologies for slope soil erosion control. [Methods] This study conducted five groups of experiments, including a bare soil control group (CK), an MICP treatment group (MR), and three plants (Festuca Arundinacea FA, Medicago Sativa MS, and Chrysopogon Zizanioides CZ) respectively in combination with MICP for protective measures (FA-MC, MS-MC, CZ-MC). Based on a surface water-groundwater coupled model, a soil erosion model was constructed to quantitatively analyze soil erosion rates under these different slope protection designs. Techniques including direct shear tests, microscopic observation, and scanning electron microscopy (SEM) were utilized to comprehensively analyze the variations and underlying mechanisms of cohesion (c) and the internal friction angle (φ). [Results] The results demonstrated that: (1) The MICP treatment effectively cemented loose soil particles by filling soil pores with flaky and flocculent CaCO? precipitates, leading to a significant increase in the c value. It also reduced porosity and increased surface roughness, resulting in a higher φ value. The synergistic action of vegetation and MICP further enhanced both c and φ, with maximum increases of 402.81% and 33.91%, respectively, compared to the CK group. (2) The numerical model effectively simulated the runoff volume and soil erosion rate across the five experimental groups (with maximum mean absolute errors of 2.39×10?? m/s and 1.77×10?2 g/m2/s, respectively), providing a useful tool for analyzing hydrological and soil erosion processes under the synergistic effects of vegetation and MICP. (3) The synergistic effect of plants and Microbially Induced Calcite Precipitation (MICP) can not only significantly enhance soil strength but also improve soil permeability and water retention capacity. Moreover, through multiple erosion?reduction mechanisms (including plant interception and energy dissipation, water storage and flow diversion, and runoff interception), this synergistic system delivers integrated benefits of soil reinforcement, water conservation, and erosion mitigation. [Conclusions] The synergistic effect of plant and MICP could improve soil properties and reduce rainfall splash erosion and erosion on slope, thereby regulating soil erosion process. The developed numerical model can serve as an important tool for analyzing the soil and water conservation performance of different slope protection designs during soil erosion research.

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  • 收稿日期:2025-12-29
  • 最后修改日期:2026-02-27
  • 录用日期:2026-03-06
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