Research on the Performance of Cement-Sodium Silicate Grout for Synchronous Grouting in Shield Tunnel

被引:0
|
作者
Meng, Fanteng [1 ]
Qin, Nan [2 ]
Wu, Wenqing [1 ]
Shan, Xiaobo [1 ]
Li, Chaoran [1 ]
机构
[1] Big Shield Tunnel Engn Co Ltd, China Railway 14th Bur Grp, Nanjing 211800, Jiangsu, Peoples R China
[2] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
关键词
shield tunnel; synchronous grouting; cement-sodium silicate grout; grout properties;
D O I
10.2991/978-94-6463-449-5_61
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Compared to single-fluid grout, cement-sodium silicate grout have the characteristics of shorter gel time and faster early strength. Based on filling the annular void at the shield tail, they can effectively prevent the flotation of segments. Therefore, it is necessary to analyze the performance of cement-sodium silicate grout and determine the optimal ratio for construction. To investigate the grout performance under different water-cement ratios and the volume ratio of liquid A to liquid B, this paper designed indoor grout experiments with different grout ratios and tested the gel time, initial setting time, final setting time, and compressive strength of the grout. The main conclusions are as follows: the gel time of the grout is positively correlated with the water-cement ratio and negatively correlated with the volume ratio of the grout; the initial setting time and final setting time of the grout are positively correlated with the water-cement ratio and the volume ratio of the grout; the strength of the grout is negatively correlated with the water-cement ratio and the volume ratio of the grout. Furthermore, by conducting function fitting for the gel time, initial setting time, final setting time, and compressive strength of the grout under different water-cement ratios and grout volume ratios, this study provides a basis for selecting ratios for subsequent projects using cement-sodium silicate grout and offers scientific guidance for grout adjustment during tunnel construction.
引用
收藏
页码:621 / 631
页数:11
相关论文
共 50 条
  • [31] Effect of cement, sodium silicate, kaolinite and water on the viscosity of the grout
    Kazemian, Sina
    Prasad, Arun
    Huat, Bujang B. K.
    Mohammed, Thamer A.
    Aziz, Farah N. A. Abdul
    SCIENTIFIC RESEARCH AND ESSAYS, 2010, 5 (22): : 3434 - 3442
  • [32] Research of asphalt-cement materials used for shield tunnel backfill grouting and effect on anti-seismic performance of tunnels
    Yang, Qi
    Geng, Ping
    Wang, Jiaxiang
    Chen, Pingliang
    He, Chuan
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 318
  • [33] Pressure Model Study on Synchronous Grouting in Shield Tunnels Considering the Temporal Variation in Grout Viscosity
    Ma, Jun
    Sun, Ao
    Jiang, Annan
    Guo, Naisheng
    Liu, Xiang
    Song, Jinliang
    Liu, Tiexin
    APPLIED SCIENCES-BASEL, 2023, 13 (18):
  • [34] Penetration diffusion model for backfill grouting through segments of shield tunnel considering weight of grout
    Ye F.
    Chen Z.
    Sun C.-H.
    Han X.-B.
    Yang T.
    Ji M.
    1600, Chinese Society of Civil Engineering (38): : 2175 - 2183
  • [35] Displacement infiltration diffusion model of power-law grout as backfill grouting of a shield tunnel
    Ye, Fei
    Qin, Nan
    Han, Xin
    Liang, Xing
    Gao, Xiang
    Ying, Kaichen
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2022, 26 (05) : 1820 - 1833
  • [36] Experimental study on the performance of shield tunnel tail grout in ground
    Liang, Jiaxin
    Liu, Wei
    Yin, Xinsheng
    Li, Wentao
    Yang, Zhe
    Yang, Jichen
    UNDERGROUND SPACE, 2025, 20 : 277 - 292
  • [37] Effects of Cement–Sodium Silicate System Grout on Tropical Organic Soils
    Sina Kazemian
    Arun Prasad
    Bujang B. K. Huat
    Vahed Ghiasi
    Soheil Ghareh
    Arabian Journal for Science and Engineering, 2012, 37 : 2137 - 2148
  • [38] Study on the Floating of Large Diameter Underwater Shield Tunnel Caused by Synchronous Grouting
    Liang, Yu
    Huang, Xumin
    Gao, Shijun
    Yin, Yihao
    GEOFLUIDS, 2022, 2022
  • [39] Study on the Floating of Large Diameter Underwater Shield Tunnel Caused by Synchronous Grouting
    Liang, Yu
    Huang, Xumin
    Gao, Shijun
    Yin, Yihao
    GEOFLUIDS, 2022, 2022
  • [40] Durability of cement-sodium silicate grouts with a high water to binder ratio in marine environments
    Yu, Zheng
    Yang, Longcai
    Zhou, Shunhua
    Gong, Quanmei
    Zhu, Hongbo
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 189 : 550 - 559