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用于闸基防渗深层搅拌桩墙的渗透特性
引用本文:赵坚,张祝添,速宝玉.用于闸基防渗深层搅拌桩墙的渗透特性[J].河海大学学报(自然科学版),2000,28(2):54-58.
作者姓名:赵坚  张祝添  速宝玉
作者单位:1. 河海大学水利水电工程学院,江苏,南京,210098
2. 扬州勘测设计研究院,江苏,扬州,225002
摘    要:通过对某工程采用的深层搅拌连续桩墙的抗渗试验,认为桩机喷头喷浆不均匀、叶片搅拌不均匀、上下进尺不均匀等是导致深层搅拌连续桩墙整体防渗能力降低的主要原因,提出“双排套打”或“多排套打”是目前用深层搅拌桩进行闸基防渗加固的较好措施之一。

关 键 词:试验  地基  渗流  深层搅拌桩  闸基  防渗墙  施工
修稿时间:2004/11/11 0:00:00

Permeability Characteristics of Deep-Agitated Pile Wall Used for Anti-seepage of Sluice Base
ZHAO Jian ,ZHANG Song ,ZHAO Lian qing ,ZHANG Zhu tian ,SU Bao yu.Permeability Characteristics of Deep-Agitated Pile Wall Used for Anti-seepage of Sluice Base[J].Journal of Hohai University (Natural Sciences ),2000,28(2):54-58.
Authors:ZHAO Jian  ZHANG Song  ZHAO Lian qing  ZHANG Zhu tian  SU Bao yu
Institution:ZHAO Jian 1,ZHANG Song 2,ZHAO Lian qing 2,ZHANG Zhu tian 1,SU Bao yu 1
Abstract:From the permeability test of deep agitated pile wall used for anti seepage of the sluice base, it is realized that uneven guniting, agitating and up down speed of agitating machine increase the permeability of deep agitated pile walls.It is proposed that the double row piling or multi row piling is one of the best methods to increase the anti seepage ability of the sluice base.
Keywords:test  base  seepage  calculation  deep-agitated pile  
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