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宁波慈溪市某高层住宅工程基坑深14m，支护结构为1m直径的钻孔灌注桩＋3道钢筋混凝土支撑。采用逆作法施工，用地下室楼板作永久性水平支撑，缩短了总工期，降低了总成本，基坑变形也得到了有效控制。
深基坑工程逆作法施工的监测与变形分析
【摘 要】
：
宁波慈溪市某高层住宅工程基坑深14m，支护结构为1m直径的钻孔灌注桩＋3道钢筋混凝土支撑。采用逆作法施工，用地下室楼板作永久性水平支撑，缩短了总工期，降低了总成本，基坑变形也得到
【机 构】
：
宁波市民用建筑设计研究院有限公司
【出 处】
：
建筑技术
【发表日期】
：
2013年3期
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