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芝川河特大桥承台群井降水开挖施工
引用本文:雷树录,王之三. 芝川河特大桥承台群井降水开挖施工[J]. 科技情报开发与经济, 2005, 15(18): F0003-F0004
作者姓名:雷树录  王之三
作者单位:1. 广西公路桥梁工程总公司,广西,南宁,530012
2. 中铁十二局集团第四工程有限工程公司,山西,交城,030500
摘    要:芝川河特大桥承台开挖时遇到了流沙、涌水现象,严重影响了施工的顺利进行,为保证工程质量,提出采用群井降水配合开挖的施工方案,进行了群井降水试验.介绍了群井降水场地参数的选取和群井的设计参数的计算,可为同类工程提供参考.

关 键 词:承台施工 群井降水 渗透系数  降水半径
文章编号:1005-6033(2005)18-0297-02
收稿时间:2005-06-15
修稿时间:2005-06-15

The Excavation Construction of the Cushion Cap of the Zhihe River''''s Extra Large Bridge with the Dewatering by Well Group
LEI Shu-lu,WANG Zhi-san. The Excavation Construction of the Cushion Cap of the Zhihe River''''s Extra Large Bridge with the Dewatering by Well Group[J]. Sci-Tech Information Development & Economy, 2005, 15(18): F0003-F0004
Authors:LEI Shu-lu  WANG Zhi-san
Abstract:The phenomenon of the sand running and water pouring in the excavation of the cushion cap of the Zhihe River's Extra Large Bridge has severe influence on the smooth construction. In order to guarantee the construction quality, the construction scheme of the excavation supported by the dewatering by well group is adopted and the test of the dewatering by well group is made. This paper introduces the selection of the field parameters of the dewatering by well group and the calculation of the design parameters of the well group, which can be used for reference for the similar engineering.
Keywords:construction of cushion cap   dewatering by well group   permeability coefficient   radius of dewatering
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