城市绿道边坡灾害的分析与治理
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摘要
城市边坡易发生的灾害包括由自然变异导致的自然地质灾害和主要由人为作用诱发的人为地质灾害。为了治理绿道边坡产生的地质灾害,保证公共设施的安全,本文针对城市绿道穿越山体丘陵地段形成的人工边坡对原始生态造成的破坏、以及由此而产生的次生自然灾害等现象,从边坡的灾害调查入手,经过对获得信息的统计、分类、分析、稳定性评价等大量技术工作后,提出了各类边坡的支护设计方案,解决了城市绿道项目边坡工程的地质问题,对同类型工程建设有很好的借鉴作用。
The urban slope disasters include natural geological disasters caused by natural variability and man-made geological disasters induced by human activities. To mitigate the disasters in the green belt slope and to guarantee the safety of public facilities, the design schemes of various slope protection are proposed in view of the original ecological damage and the secondary disasters caused by the artificial slope formed by the urban geen belt built through the mountain and hilly area, by using the hazard survey, the statistics, classification and analysis for the information, and estimation of stability. This study solves the engineering geological problems of urban green belt slope, and it is of great practise for similar engineering constructions.
引文
﹝1﹞GB 50330-2002建筑边坡工程技术规范北京.中国建筑工业出版社.2013.
    ﹝2﹞GB50086 2001锚索喷射混凝土支护技术规范.北京.中国建筑资讯网.2001.
    ﹝3﹞GB50290-98土工合成材料应用技术规范.北京.中国计划出版社.1998.
    ﹝4﹞林宗元.岩土工程治理手册.北京.中国建筑工业出版社.2005.
    ﹝5﹞周年兴.绿道及其研究进展.生态学报.2006.26(9).3108-3116.
    ﹝6﹞苗英豪.土工格栅加筋陡边坡路堤位移特性的试验研究.中国公路学报.2006.19(1).47-52.

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