Experimental study on the slurry preparation and filter cake formation for a large-diameter slurry shield in gravel and sand stratum

被引：0
|
作者：
Min, Fanlu [1 ,2 ]
Xu, Jingbo [2 ]
Du, Jiarui [2 ]
Xing, Huitang [3 ]
机构：
[1] Key Laboratory of Geomechanics and Embankment Engineering, Hohai University, Ministry of Education, Nanjing, China
[2] College of Civil and Transportation Engineering, Hohai University, Nanjing, China
[3] China Railway 14th Bureau Group Co., Ltd., Jinan, China
来源：
Modern Tunnelling Technology | 2015年 / 52卷 / 06期
关键词：
D O I：
10.13807/j.cnki.mtt.2015.06.021
中图分类号：
学科分类号：
摘要：
9
引用
收藏
页码：141 / 146
相关论文
共 50 条
  • [41] Back-fill grout experimental test for discharged soils reuse of the large-diameter size slurry shield tunnel
    Shunhua Zhou
    Xue Li
    Chang Ji
    Junhua Xiao
    KSCE Journal of Civil Engineering, 2017, 21 : 725 - 733
  • [42] Back-fill grout experimental test for discharged soils reuse of the large-diameter size slurry shield tunnel
    Zhou, Shunhua
    Li, Xue
    Ji, Chang
    Xiao, Junhua
    KSCE JOURNAL OF CIVIL ENGINEERING, 2017, 21 (03) : 725 - 733
  • [43] Experimental study on the optimum properties of suspension for slurry shield tunneling in gravel ground
    Hasegawa, Masahiro
    Fujiwara, Masahiro
    Kumagai, Kouki
    Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, 1994, (486 pt 6-22): : 95 - 104
  • [44] Theoretical model and parameter sensitivity analysis of the filter cake formation during slurry shield tunnelling
    Liu, Keqi
    Zhao, Wen
    Wang, Zhechao
    Wu, Ning
    Dias, Daniel
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 431
  • [45] Preliminary Study on Formation law Simulation of filter-cake in slurry shield at Meso-scale level
    Wei, Peng
    Ni, Xiaodong
    Li, Tikang
    INDUSTRIAL DESIGN AND MECHANICAL POWER, 2012, 224 : 362 - 366
  • [46] Experimental Study on Filter Cake for Slurry Infiltration in Different Permeability Strata
    Lin Y.-F.
    Zhang S.-D.
    Fang Y.
    He C.
    Liu F.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2020, 33 (12): : 190 - 199
  • [47] Opening the excavation chamber of the large-diameter size slurry shield: A case study in Nanjing Yangtze River Tunnel in China
    Min, Fanlu
    Zhu, Wei
    Lin, Cheng
    Guo, Xinjun
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2015, 46 : 18 - 27
  • [48] In situ test analysis of segment uplift and dislocation of large-diameter slurry shield tunnel in silty clay
    Li, Mingyu
    Yu, Liucheng
    Chen, Jian
    Jin, Junwei
    Li, Penglin
    Li, Chunlin
    Tian, Yingfei
    Journal of Railway Science and Engineering, 2022, 19 (06) : 1705 - 1715
  • [49] Settlement Control on Retaining Wall Embankment Affected by Underneath Traversing Large-diameter Slurry Shield Tunnels
    Ma W.
    Yang C.
    Peng H.
    Bai Y.
    Cheng L.
    Gao L.
    Liu Z.
    Peng, Hua (hpeng@bjtu.edu.cn), 1600, Hunan University (47): : 44 - 53
  • [50] Effects of slurry viscosity and particle additive size on filter cake formation in highly permeable sand
    Wang, Zhikui
    Wang, Yuan
    Feng, Di
    Zhang, Jinhui
    Liu, Sijin
    UNDERGROUND SPACE, 2022, 7 (02) : 151 - 161
12345