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粉喷桩与土工格栅联合加固及其工程应用
引用本文:周丹,赵和仲.粉喷桩与土工格栅联合加固及其工程应用[J].探矿工程,2011,38(1):51-54.
作者姓名:周丹  赵和仲
作者单位:桐庐县交通工程勘察设计有限公司,浙江桐庐311500
摘    要:桥坡段结构物处为防止结构物开裂、位移、基桩受剪破坏及控制工后沉降,采用粉喷桩与土工格栅联合加固软基。联合加固后,可约束地基侧向变形,减小路基挤出量及不均匀沉降,有效地减小了地表的总沉降量,对于预防桥头跳车有良好的效果。

关 键 词:桥头软基处理  粉喷桩  土工格栅  联合加固  不均匀沉降
收稿时间:2010/6/2 0:00:00
修稿时间:2010/6/2 0:00:00

Reinforcement of DJM Combined with Geogrid and the Engineering Application
ZHOU Dan and ZHAO He-zhong.Reinforcement of DJM Combined with Geogrid and the Engineering Application[J].Exploration Engineering(Drilling & Tunneling),2011,38(1):51-54.
Authors:ZHOU Dan and ZHAO He-zhong
Institution:(Tonglu County Traffic Engineering Survey and Designing Co.,Ltd.,Tonglu Zhejiang 311500,China)
Abstract:To prevent the bridgehead segment structure cracking,displacement,shear failure and the pile settlement after construction,DJM and geogrid joint reinforcement is used in soft ground reinforcement.It can bind the lateral deformation of the foundation;reduce the differential settlement of embankment and roadbed extrusion,effectively reduce the total settlement amount of the surface with good effect for preventing vehicle bouncing at bridge approach.
Keywords:bridgehead soft foundation treatment  DJM(dry-jet-mixed)  geogrid  joint reinforcement  differential settlement
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