深基坑地下连续墙内支撑水平间距优化
Municipal Engineering Technology(2016)
Abstract
以郑州地区某下穿式隧道为工程背景,运用FLAC3D软件模拟内支撑水平向为等间距和不等间距2种布置方式下的基坑开挖和支护过程,从基坑稳定性、周围环境稳定性、内支撑轴力等方面,对基坑内支撑的水平间距进行优化研究,提出加密两侧内支撑水平间距和增大中间内支撑水平间距的优化方法,方便了人员和机械的进出,扩展了施工空间,相关经验可为类似工程提供参考.
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