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隧道建设(中英文) ›› 2019, Vol. 39 ›› Issue (2): 211-218.DOI: 10.3973/j.issn.2096-4498.2019.02.005

• 研究与探索 • 上一篇    下一篇

海水环境下盾构泥浆性能试验研究

吕乾乾1, 2, 孙振川1, 2, 杨振兴1, 2, 陈瑞祥1, 2, 张兵1, 2   

  1. (1. 盾构及掘进技术国家重点实验室, 河南 郑州 450001; 2. 中铁隧道局集团有限公司, 广东 广州 511458)
  • 收稿日期:2018-05-14 修回日期:2018-08-29 出版日期:2019-02-20 发布日期:2019-03-05
  • 作者简介:吕乾乾 (1988—),女,河南济源人,2013年毕业于天津大学,结构工程专业,硕士,工程师,主要从事盾构及掘进技术研究工作。Email: 674936740@qq.com。
  • 基金资助:

    国家863计划(2012AA041802); 中铁隧道集团科技创新计划(隧研合2017-05,隧研合2017-06); 厦门轨道交通科研课题(厦轨道合2015-0381)

Experimental Study of Shield Slurry Property under Seawater Environment

LYU Qianqian1, 2, SUN Zhenchuan1, 2, YANG Zhenxing1, 2, CHEN Ruixiang1, 2, ZHANG Bing1, 2   

  1. (1. State Key Laboratory of Shield Machine and Boring Technology, Zhengzhou 450001, Henan, China; 2. China Railway Tunnel Group Co., Ltd., Guangzhou 511458, Guangdong, China)
  • Received:2018-05-14 Revised:2018-08-29 Online:2019-02-20 Published:2019-03-05

摘要:

为解决泥水盾构在海水地层中掘进时的泥浆配制问题,以苏埃通道工程为依托,采用室内试验的研究方法,进行淡水泥浆和海水泥浆的性能对比试验和海水渗入淡水泥浆试验,以及海水泥浆的不同添加剂和固相材料配比试验,并开展淡水泥浆在海水地层环境中的成膜试验,得到以下结论: 1)无添加剂时淡水基浆中膨润土比例宜取为18%~24%,对于质量分数为30%的基浆可通过添加纯碱来降低黏度; 2)随着膨润土含量的增加,不同海水渗入量对淡水泥浆胶体率的影响降低、对黏度的影响提高; 3)HPMC可提高海水泥浆的胶体率,降低离析速率,但会使泥浆黏度增大; 4)固相比例不变时,加入黏土可改善膨润土与HPMC反应黏度过大的问题,但会提高海水泥浆的滤失量; 5)18%比例的膨润土淡水泥浆在苏埃通道工程海水环境下的砂性地层中成膜效果较好。

关键词: 盾构泥浆, 海水环境, 泥浆配比, 泥浆成膜, 室内试验

Abstract:

In order to determine the mixing proportions of slurry during slurry shield tunneling under seawater formation environment, the laboratory tests, including performance comparison test between fresh water slurry and seawater slurry,seawater infiltrating fresh water slurry test, different mixing proportion test with additives and solid phase materials, and filter cake formation test of fresh water slurry under seawater formation environment, are conducted. The test results show that: (1) The appropriate bentonite proportion of fresh water slurry without additive should be 18% to 24%,and the viscosity can be reduced by adding carbonate for slurry concentration of 30% . (2) With the increase of bentonite content, the effect of seawater infiltration capacities on slurry colloid fraction decreases and that on viscosity increases. (3) Hydroxy propyl methyl cellulose (HPMC) can increase the seawater slurry colloid fraction and the slurry viscosity, and reduce the segregation rate. (4) When the solid phase ratio is fixed, the addition of clay can solve the problem of excessive viscosity caused by reaction of bentonite and HPMC, but will also increase the filter loss of seawater slurry. (5) The filmforming effect of fresh water slurry with bentonite content of 18% under seawater environment of Su′ai Tunnel is good.

Key words: shield slurry, seawater environment, slurry mixing proportion, filter cake formation, laboratory test

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