TUNNEL FACE STABILITY IN SLURRY SHIELD TUNNELING

被引:0
|
作者
BALTHAUS, H
机构
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:775 / 778
页数:4
相关论文
共 50 条
  • [21] Experimental and Theoretical Studies on Face Stability of a Shield Tunnel
    Chen, Renpeng
    Tang, Lvjun
    Yin, Xinsheng
    Chen, Yunmin
    THEORIES AND TECHNOLOGIES FOR HIGH-SPEED TRANSPORTATION INFRASTRUCTURE, 2012, : 80 - 80
  • [22] Face Stability Analysis for a Shield Tunnel in Anisotropic Sands
    Li, Wei
    Zhang, Chengping
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 20 (05)
  • [23] Effect of the seepage flow on the face stability of a shield tunnel
    Li, Wei
    Zhang, Chengping
    Tan, Zhibiao
    Ma, Mengshuo
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2021, 112
  • [24] On the Analysis Methods of Face Stability in Shield Tunnel Excavation
    Bin, Zhi
    2009 INTERNATIONAL CONFERENCE ON INFORMATION MANAGEMENT, INNOVATION MANAGEMENT AND INDUSTRIAL ENGINEERING, VOL 1, PROCEEDINGS, 2009, : 433 - 436
  • [25] Mechanism of slurry membrane for slurry shield tunnel
    Kong, P.
    Bai, Y.
    Liao, S. M.
    ROCK MECHANICS: ACHIEVEMENTS AND AMBITIONS, 2012, : 651 - 655
  • [26] Scaling and design of slurry fracturing on shield tunnel face using centrifugal modeling
    Luo, Weiping
    Zhu, Hehua
    Yuan, Dajun
    Jin, Dalong
    Shen, Xiang
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2025, 155
  • [27] Face supporting pressure of slurry shield tunnel under high hydraulic pressure
    Chen, M.-Q. (mengqiaochen@126.com), 1600, Chinese Society of Civil Engineering (35):
  • [28] Effect of dynamic cutterhead on face stability in EPB shield tunneling
    Jin, Dalong
    Zhang, Zhiyong
    Yuan, Dajun
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2021, 110 (110)
  • [29] Slurry Shield Tunneling: New Methodology for Simplified Prediction of Increased Pore Pressures Resulting from Slurry Infiltration at the Tunnel Face Under Cyclic Excavation Processes
    Zizka, Zdenek
    Schoesser, Britta
    Thewes, Markus
    Schanz, Tom
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2019, 17 (01) : 113 - 130
  • [30] Slurry Shield Tunneling: New Methodology for Simplified Prediction of Increased Pore Pressures Resulting from Slurry Infiltration at the Tunnel Face Under Cyclic Excavation Processes
    Zdenek Zizka
    Britta Schoesser
    Markus Thewes
    Tom Schanz
    International Journal of Civil Engineering, 2019, 17 : 113 - 130