肖涛, 李萍, 侯艺飞, 刘一民. 2019: 植被护坡研究综述. 工程地质学报, 27(s1): 379-385. DOI: 10.13544/j.cnki.jeg.2019117
    引用本文: 肖涛, 李萍, 侯艺飞, 刘一民. 2019: 植被护坡研究综述. 工程地质学报, 27(s1): 379-385. DOI: 10.13544/j.cnki.jeg.2019117
    XIAO Tao, LI Ping, HOU Yifei, LIU Yimin. 2019: REVIEW ON THE VEGETATION SLOPE PROTECTION TECHNOLOGY. JOURNAL OF ENGINEERING GEOLOGY, 27(s1): 379-385. DOI: 10.13544/j.cnki.jeg.2019117
    Citation: XIAO Tao, LI Ping, HOU Yifei, LIU Yimin. 2019: REVIEW ON THE VEGETATION SLOPE PROTECTION TECHNOLOGY. JOURNAL OF ENGINEERING GEOLOGY, 27(s1): 379-385. DOI: 10.13544/j.cnki.jeg.2019117

    植被护坡研究综述

    REVIEW ON THE VEGETATION SLOPE PROTECTION TECHNOLOGY

    • 摘要: 近年来,随着我国工业、交通以及城镇化的快速发展,工程建设如雨后春笋。随之而来的是各种工程问题,其中最为突出的是边坡破坏问题,尤其是高速铁路、新扩建机场、新城区等长距离和大面积工程建设中,开挖或回填导致了大量人工边坡的出现,打破了原有边坡的平衡状态。因此,研究边坡防护方法和技术变得至关重要。边坡防护方法中,植被护坡技术因其成本低、效果好而被广泛应用,但当前植被护坡机理和实施技术的研究还比较分散。本文从植被护坡加固机理的水文效应、力学效应两个方面对当前植被护坡的相关研究成果进行了分类总结。得出:(1)水文效应体现在植被护坡的降雨截流作用;(2)力学效应体现在根-土相互作用增加了边坡岩土体的抗剪强度;(3)加固机理即为短根对边坡岩土体的加筋作用、长根的锚固作用以及防止坡面冲刷风化的作用。总体而言,学者们对植被护坡的加固机理和关键技术已经做了大量的试验和数值模拟研究。但植被护坡领域仍然存在着定量分析不充分的问题,同时学者们常将植被护坡的水文效应与力学效应分离,使得研究的情况与真实情况存在着较大的差异。此外,实际工程中对植被的选择和植被后期养护方法的研究也不充分。

       

      Abstract: In recent years, with the rapid development of industry, transportation and urbanization in China, engineering construction is increased at a rapid rate, which is followed by various engineering problems. Among them, the most notable problem is the slope failure. In particular, in the construction of high-speed railway, airport, urban area and other projects with long distance and large area, excavation or backfilling has led to emergence of a large number of artificial slopes, breaking the balance of the original slopes. Therefore, it is of great importance to study the slope protection methods and technologies. Among slope protection methods, the vegetation slope protection technology is widely used because of its low cost and good effect. While current researches on the mechanism and implementation of the vegetation slope protection are scattered. We classify and summary the relevant research results of vegetation slope protection from two aspects:hydrological effect and mechanical effect of vegetation slope protection reinforcement mechanism. We concluded that:(1)the hydrological effect is embodied in the rainfall interception effect of the vegetation slope protection; (2)the mechanical effect is embodied in the root-soil interaction, which increases the shear strength of slope soils; (3)the reinforcement mechanism is the reinforcing effect of short roots on slope soils, the anchoring effect of long roots and the flushing-and weathering-preventing effect on slope surface. In general, a lot of experimental investigations and numerical simulations have been performed on the reinforcement mechanism and key technologies of the vegetation slope protection technology. However, there are still insufficient quantitative analysis in this field. The hydrological and mechanical effects of the vegetation slope protection have been commonly separated, however, in actual, they superimpose on each other and work together on the slope. In addition, studies on the selection of plants and the methods of vegetation conservation in practice are insufficient.

       

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