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大口井法施工在木双水文站水位台基础施工遇到流砂的应用

韦祖红

广东水利水电Issue(9):5-8,4.
广东水利水电Issue(9):5-8,4.

大口井法施工在木双水文站水位台基础施工遇到流砂的应用

Open well construction in Mushuang hydrologic water base construction in the application of sand flow

韦祖红1

作者信息

  • 1. 梧州市水文水资源局,广西 梧州 543002
  • 折叠

摘要

Abstract

Mushuang hydrologic water base under the surface of 5. 5 m, foundation pit depth of 5. 84 m, foundation construction flow sand and water problems, forcing backfill has excavation of foundation pit construction units, modify the construction schemes, finally used the method of large diameter well construction, namely, large diameter artificial dig-hole pile construction method. Open well method construction process and the matters needing attention are introduced, compared with the original design of the construction scheme, construction method of large diameter well with safe and reliable, low cost, cover an area of an area small, etc. When water station construction design, the foundation construction possible landslides, flow sand, water, suggest design construction scheme of using the method of large diameter well construction.

关键词

大口井/水位台/基础/流砂/透水/施工

Key words

open well/water table/basis/sand flow/permeable/construction

引用本文复制引用

韦祖红..大口井法施工在木双水文站水位台基础施工遇到流砂的应用[J].广东水利水电,2016,(9):5-8,4.

广东水利水电

1008-0112

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