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芜湖长江大桥北岸接线工程软基处理
引用本文:聂宜斌,程华龙.芜湖长江大桥北岸接线工程软基处理[J].安徽地质,2002,12(4):273-277.
作者姓名:聂宜斌  程华龙
作者单位:1. 安徽省巢湖市公路局和县公路分局,安徽,和县,238200;2. 安徽省安庆市公路局,安徽,安庆,246000
摘    要:介绍了芜湖长江大桥北岸接线工程约2.1km软土地基的特征及物理力学性质,采用袋装砂井及砂垫层联合使用的处理方法,技术可行,经济合理,效果良好,提高了地基强度,保证了工程质量,具有施工周期短、施工速度快等优点.

关 键 词:芜湖长江大桥北岸  软土地基  袋装砂井  砂垫层
文章编号:1005-6157(2002)04-0273-05
修稿时间:2002年5月8日

TREATMENT OF THE SOFT FOUNDATION OF CONNECTING ENGINEERING AT THE NORTH BANK OF THE WUHU YANGTZE RIVER BRIDGE
NIE Yi-bin,CHENG Hua-long.TREATMENT OF THE SOFT FOUNDATION OF CONNECTING ENGINEERING AT THE NORTH BANK OF THE WUHU YANGTZE RIVER BRIDGE[J].Geology of Anhui,2002,12(4):273-277.
Authors:NIE Yi-bin  CHENG Hua-long
Abstract:The features, physical and mechanical properties are described of some 2. 1 km of soft foundation for the connecting engineering at the north bank of the Wuhu Yangtze River Bridge. It is feasible in technology and rational in economy to apply sand sack well and sandcushion to the treatment. This method increased the strength of foundation and ensured the quality of engineering, having advantages such as short working period and fast working progress.
Keywords:north bank of the Wuhu Yangtze River Bridge  soft foundation  sand sack well  sandcushion
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