Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (2): 501-508.doi: 10.16285/j.rsm.2019.0109

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study on improved seawater slurry for slurry shield

YANG Zhen-xing1, CHEN Jian2, SUN Zhen-chuan1, YOU Yong-feng3, ZHOU Jian-jun1, LÜ Qian-qian1   

  1. 1. State Key Laboratory of Shield Machine and Boring Technology, China Railway Tunnel Group Co., Ltd., Zhengzhou, Henan 450001, China; 2. State Key Laboratory Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430001, China; 3. China Railway Tunnel Stock Co., Ltd., Zhengzhou, Henan 450001, China
  • Received:2019-01-20 Revised:2019-05-05 Online:2020-02-11 Published:2020-02-08
  • Supported by:
    This work was supported by the National High Technology Research and Development Program of China (863 Program)( 2012AA041802), the Major Projects of Technological Innovation in Hubei (2017ACA186), the China Railway Science and Technology Development Plan (Ⅱ-03) and the Research and Innovation Plan of China Railway Tunnel Group Co., Ltd. (2017-05).

Abstract: Due to the enrichment of a soluble salts and various metal cation components in seawater, seawater slurry shows large specific gravity, low colloidal rate, poor stability and high water loss, and does not meet the requirements of slurry shield construction. In order to modify the seawater slurry to maintain the stability of the excavation surface and reduce the construction cost of the shield tunnel, eight additives, such as CMC, cellulose PAC, and ammonium polyacrylate, etc., were used to test the properties of seawater slurry. The additives which modified the seawater were selected, and the influence law of the additives amount and time on the properties of the seawater slurry was analyzed. At the same time, the modified seawater slurry formation penetration test was carried out based on the preferred additive CMC using a mud film formation test platform. Results show that different additives have significant differences in the properties of seawater slurry. The cellulose PAC and CMC have better modification effect on seawater slurry. The turbid layer, mixed layer and flocculated sediment layer appear in 24 h. The amount of water filtered by the seawater slurry to the formation is greater than that of the modified seawater slurry, and the slurry skin is slightly thicker, but it is sparse. It can be speculated that the additive neutralizes part of the seawater component and flocculates and precipitates, and the excess additive exhibits a thickening effect on the pale cement slurry.

Key words: submarine shield tunnel, property change of seawater slurry, infiltration experiment of slurry, slurry film quality, colloidal rate

CLC Number: 

  • TU 352.11
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[2] SHANG Yan-jun , SHI Yong-yue , LIN Da-ming , WU Feng-bo , ZHANG Wei. Analysis of relationship between buried depth and variation of in-situ stress in granitic rocks[J]. , 2011, 32(5): 1430 -1436 .
[3] LIN Ping , YE Guan-lin , CHEN Nan , WANG Jian-hua , HASHIMOTO Tadashi. In-situ monitoring method for frozen soil pressure during cross passage construction by freezing method[J]. , 2011, 32(8): 2555 -2560 .
[4] JIA Shan-po , WU Guo-jun , CHEN Wei-zhong. Application of finite element inverse model based on improved particle swarm optimization and mixed penalty function[J]. , 2011, 32(S2): 598 -603 .
[5] ZHANG Zhong-miao , HE Jing-yu , FANG Kai . Theoretical studies of pile tip post grouting residual stresses based on spherical cavity consolidation model[J]. , 2012, 33(9): 2671 -2676 .
[6] DENG Dong-ping, LI Liang. Research on calculation methods of slope stability under two types of sliding surface[J]. , 2013, 34(2): 372 -380 .
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