Algorithm for predicting slurry penetration distance in front of slurry shield tunnel face

被引:1
|
作者
Yin X.-S. [1 ]
Zhu Y.-H. [2 ]
Wei G. [1 ,2 ]
Ding Z. [1 ]
Cui Y.-L. [1 ]
机构
[1] College of Engineering, Zhejiang University City College, Hangzhou
[2] College of Civil Engineering and Architecture, Zhejiang University, Hangzhou
来源
Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science) | 2021年 / 55卷 / 12期
关键词
Filter cake; Infiltration column test; Slurry formula; Slurry shield;
D O I
10.3785/j.issn.1008-973X.2021.12.002
中图分类号
P57 [矿物学];
学科分类号
070901 ;
摘要
An improved model was proposed based on the existing slurry penetration calculation model, and the penetration distances of different slurry were analyzed, in order to calculate the distance of slurry penetration into the stratum before slurry shield tunnel face. Results showed that the maximum precision of the improved model was 6%, higher than that of Xu model when the infiltration time was less than 20 s, and no infiltration column tests are required. Without considering the filter cake, the maximum penetration distance of the pure bentonite slurry was 5.8-6.3 m. The maximum penetration distance of bentonite slurry with the polymer materials was 0.3-1.6 m, which was 5-25% of pure bentonite slurry. Sodium carboxymethyl cellulose has the best modification effect on slurry. The formation time of low-permeable filter cake was 3.2-5.0 s. The correction factor for the improved model was 0.72-0.92, which is obtained with consideration of the filter cake. Predicting the penetration distance of commonly used slurry, the penetration distance at 10 s of the shield cutter passing cycle was 2.3-6.3 cm, and the maximum penetration distance was 1.05% of the general shield diameter (6 m). © 2021, Zhejiang University Press. All right reserved.
引用
收藏
页码:2234 / 2242
页数:8
相关论文
共 28 条
  • [11] LIU Cheng, TANG Xin-yi, GAO Yu-feng, Influence of pore characteristics of sand strata on filter-cake formation under slurry shield, Chinese Journal of Geotechnical Engineering, 39, 11, pp. 2002-2008, (2017)
  • [12] WU Di, ZHOU Shun-hua, WEN Xin, Laboratory test and application of filter cake formation in sand during slurry shield construction, Chinese Journal of Rock Mechanics and Engineering, 34, pp. 3460-3467, (2015)
  • [13] YE Wei-tao, WANG Jing-yu, FU Long-long, Et al., Laboratory test and characteristic of filter film formation of slurry shield in medium-coarse sand stratum in Fuzhou, Chinese Journal of Rock Mechanics and Engineering, 37, 5, pp. 1260-1269, (2018)
  • [14] WEI Dai-wei, ZHU Wei, MIN Fan-lu, Experimental study of forming time of filter cake and conversion rate of slurry pressure in slurry shield in sand stratum, Rock and Soil Mechanics, 35, 2, pp. 423-428, (2014)
  • [15] WEI Gang, ZHU Yan-hua, YIN Xin-sheng, Research progress of slurry penetration test and filter cake forming law of slurry shield, Low Temperature Architecture Technology, 43, 3, pp. 76-81, (2021)
  • [16] HAN Xiao-rui, ZHU Wei, LIU Quan-wei, Et al., Influence of slurry property on filter cake quality on working face of slurry shield, Rock and Soil Mechanics, 29, pp. 288-292, (2008)
  • [17] YIN X S, CHEN R P, LI Y C, Et al., A column system for modeling bentonite slurry infiltration in sands, Journal of Zhejiang University-Science A:Applied Physics and Engineering, 17, 10, pp. 818-827, (2016)
  • [18] KRAUSE T., Schildvortrieb mit flussigkeits-und erdgestuzter ortsbrust, (1987)
  • [19] BROERE W., Tunnel face stability and new CPT applications, (2001)
  • [20] XU T, BEZUIJEN A., Experimental study on the mechanisms of bentonite slurry penetration in front of a slurry TBM, Tunnelling and Underground Space Technology, 93, (2019)