New testing method for the prediction of the dispersion of soil in slurry shield tunnelling

被引:1
|
作者
Weiner T. [1 ]
Thewes M. [2 ]
机构
[1] Porr Deutschland GmbH/Tunnelbau, Franz-Rennefeld-Weg 4, Düsseldorf
[2] Ruhr-Universität Bochum, Lehrstuhl für Tunnelbau, Leitungsbau und Baubetrieb, Universitätsstraße 150, Gebäude IC 6-127, Bochum
来源
Geomechanik und Tunnelbau | 2018年 / 11卷 / 05期
关键词
construction contract; dispersion; Innovative procedures/Test techniques; Mechanised tunnelling; slurry shield; slurry treatment plant;
D O I
10.1002/geot.201800043
中图分类号
学科分类号
摘要
In this contribution, we present a new testing method for the prediction of the dispersion of soil in slurry shield tunnelling. It is based on the proven slake durability test equipment but differs substantially regarding the procedure for testing and evaluation. With the results, a substantial data analysis was conducted searching for correlations with typical characteristic soil parameters. For the first time in tunnelling practice, the test enables a qualitative assessment and therefore a prognosis of the expected dispersion based on quantitative values determined in a traceable and reproducible testing method. In addition the test allows for an estimation of the dispersion tendency based on figures for the plasticity and consistency, which are usually collected anyway in the preliminary stages of a tunnelling project. Contractual recommendations are also provided concerning the topic of dispersion. © 2018, Ernst und Sohn. All rights reserved.
引用
收藏
页码:471 / 478
页数:7
相关论文
共 50 条
  • [1] A newly developed soil abrasion testing method for tunnelling using shield machines
    Barzegari, Ghodrat
    Uromeihy, Ali
    Zhao, Jian
    QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY, 2013, 46 (01) : 63 - 74
  • [2] Application of soil-cutting model to slurry shield tunnelling machine
    He, JS
    Vlasblom, WJ
    MODERN TUNNELING SCIENCE AND TECHNOLOGY, VOLS I AND II, 2001, : 823 - 828
  • [3] Laboratory model test of slurry shield tunnelling in saturated sandy soil
    HU, X. I. O. N. G. Y. U.
    FANG, Y. O. N. G.
    WALTON, G. A. B. R. I. E. L.
    HE, C. H. U. A. N.
    GEOTECHNIQUE, 2022, 73 (10): : 885 - 906
  • [4] Prediction of Ground Settlement Induced by Slurry Shield Tunnelling in Granular Soils
    Ayasrah, Mo'men
    Qiu, Hongsheng
    Zhang, Xiedong
    Daddow, Mohammad
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2020, 6 (12): : 2273 - 2289
  • [5] A biomass-enhanced bentonite slurry for shield tunnelling in the highly permeable soil
    Xu, Tao
    Wu, Xiaoyu
    Liu, Jiaxin
    Shi, Qingfeng
    Shi, Jinquan
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2024, 147
  • [6] Experimental study on environment friendly slurry for slurry shield tunnelling
    Zhang Z.
    Hu X.
    Huang X.
    Tongji Daxue Xuebao/Journal of Tongji University, 2010, 38 (11): : 1574 - 1578
  • [7] Face stability in slurry and EPB shield tunnelling
    Anagnostou, G
    Kovari, K
    GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, 1996, : 453 - 458
  • [8] Three dimensional simulation of slurry shield tunnelling
    Dias, D
    Kastner, R
    Maghazi, M
    GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, 2000, : 351 - 356
  • [9] Study of soil disturbance caused by super-large diameter slurry shield tunnelling
    Yuan, Dajun
    Yin, Fan
    Wang, Huawei
    Huang, Qingfei
    Xiao, Heng
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2009, 28 (10): : 2074 - 2080
  • [10] Tunnel Face Stability During Slurry-Shield Tunnelling in Saturated Cohesionless Soil Considering Slurry Infiltration
    Shi, Qingfeng
    Xu, Tao
    Zhang, Dingwen
    Liu, Yihuai
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2025, 23 (02) : 393 - 402