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目前高速公路边坡生态防护技术研究主要集中在对施工工艺以及水土保持学的研究,忽略了坡面植物根系的工程力学行为及与植物防护与工程防护相结合防护的研究,导致防护理论远远落后于防护技术应用的发展,制约生态防护技术在边坡工程中的应用。本文将从生态防护的力学效应,植物根系加固土体模型机理等方面进行研究,以期对云南省高速公路边坡生态工程的发展尽绵薄之力。
At present, the research on ecological protection technology of expressway slope mainly focuses on the research of construction technology and soil and water conservation, neglecting the engineering mechanics behavior of plant roots on slope and the research on the combination of plant protection and engineering protection, leading to the protection theory far Lags behind the development of application of protection technology and restricts the application of ecological protection technology in slope engineering. In this paper, the mechanical effects of ecological protection and the mechanism of plant root reinforcement soil model are studied in order to make the development of slope ecological engineering in Yunnan Province free.