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复杂山地建筑群边坡组合支护技术

Construction Technology(2018)

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Abstract
针对重庆首创鸿恩寺建筑密集,边坡形态超长、超高以及地质复杂、地势陡峭、岩质复杂的施工环境,通过重力式挡墙分阶、基坑内排水、基坑外排水、调整锚索角度、地表排水、边坡内部泄水、挡墙设伸缩缝、封闭凹岩腔等方式提高边坡稳定,且保证安全施工.
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