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卵形消化池基坑开挖防管涌的施工方法
引用本文:陈荣贤,韩勇.卵形消化池基坑开挖防管涌的施工方法[J].中国给水排水,2005,21(10):102-103.
作者姓名:陈荣贤  韩勇
作者单位:1. 漳州净化水管理处,福建,漳州,363000
2. 中国市政工程华北设计研究院,天津,300074
摘    要:某工程在黄海高程-10.2~-10.8 m处有承压水存在,由于挖土卸荷作用,使基底上覆土重力小于承压水浮力,为防止基坑因突涌而失稳,对基底采用了灌浆固结施工措施,保证了基坑的稳定并缩短了工期。

关 键 词:卵形消化池  基坑  管涌  灌浆固结
文章编号:1000-4602(2005)10-0102-02
收稿时间:2005-05-25
修稿时间:2005-05-25

Construction Scheme for Prevention of Piping in Excavation of Foundation Pit of Egg-shaped Digester
CHEN Rong-xian,HAN Yong.Construction Scheme for Prevention of Piping in Excavation of Foundation Pit of Egg-shaped Digester[J].China Water & Wastewater,2005,21(10):102-103.
Authors:CHEN Rong-xian  HAN Yong
Affiliation:1. Zhangzhou Water Purification Management Department, Zhangzhou 363000, China ; 2. North China Municipal Engineering Design and Research Institute, Tianjin 300074, China
Abstract:In construction of a project,there exists the confined water at(-10.2)-(-10.8) m of Yellow Sea Datum.Due to the unloading incurred by excavation,the weight of coverage soil on foundation base is less than the buoyancy of confined water.In order to prevent instability of foundation pit caused by drainage of confined water,consolidation grouting measure is adopted for the foundation base,so that the foundation pit is stabilized and the construction period is shortened.
Keywords:egg-shaped digester  foundation pit  piping  consolidation grouting
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