A nomogram for cement-based rock grouting

被引:11
|
作者
Shamu, Tafadzwa John [1 ]
Zou, Liangchao [2 ]
Hakansson, Ulf [3 ]
机构
[1] KTH Royal Inst Technol, Div Soil & Rock Mech, Stockholm, Sweden
[2] Royal Inst Technol, Div Resources Energy & Infrastruct, Stockholm, Sweden
[3] Skanska Sweden AB, Stockholm, Sweden
关键词
Cement grouting; Bingham fluid; Grouting design; Critical shear rate; Wall-slip; Radial flow; YIELD-STRESS; PROPAGATION; BEHAVIOR; FLOW; SPREAD; DESIGN; FLUID;
D O I
10.1016/j.tust.2021.104110
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The assumption of cement grouts as 'Bingham fluids' has thus far facilitated the development of simplified analytical tools for rock grouting design. However, from a practical standpoint the use of the Bingham constitutive law throughout the design phase has several shortcomings that merit being more systematically addressed. For instance, the known key attributes of cementitious suspensions, e.g. wall-slip, thixotropy, shear rate and time dependency that influence the grout propagation especially at low shear rates are not considered when the Bingham model is used. As such, the consequences of overlooking such crucial phenomena whilst aiming for simplicity in design remain relatively unknown. In this work, we show how considering the shear rate aspects and stop criteria with the Bingham model can be better used for grouting design. Our design suggestions are based on fundamental analysis and theory of Bingham fluid radial flow and current knowledge on cement grout rheological behaviour, as reported from rheological experiments. Moreover, we contribute to the existing design procedure by presenting a nomogram that can readily be used for practical rock grouting design. The nomogram approach allows rapid computation of all key parameters, which in essence shows that unless wall slip is taken into account up to similar to 50% overestimation of grout travel results.
引用
收藏
页数:11
相关论文
共 50 条
  • [11] Properties and Microstructure of a Cement-Based Capillary Crystalline Waterproofing Grouting Material
    Wang, Mengjie
    Yang, Xiaohua
    Zheng, Kunlong
    Chen, Rui
    BUILDINGS, 2024, 14 (05)
  • [12] Research and practice on grouting technology with new cement-based/polymer composite
    Li, Zhen
    Ma, Jing
    Yuan, Hang
    MODELING AND COMPUTATION IN ENGINEERING II, 2013, : 207 - 212
  • [13] Groutability Enhancement Effect of Oscillatory Injection in Cement-Based Permeation Grouting
    Kim, Byung-Kyu
    Park, Jeong-Jun
    Kwon, Young-Sam
    Jeong, Ghang-Bok
    Lee, In-Mo
    GEOTECHNICAL TESTING JOURNAL, 2019, 42 (01): : 64 - 85
  • [14] Influence of superfine ettringite on the properties of sulphoaluminate cement-based grouting materials
    Li, Haiyan
    Guan, Xuemao
    Zhang, Xuyang
    Ge, Peng
    Hu, Xingxing
    Zou, Dinghua
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 166 : 723 - 731
  • [15] Effect of Synthetic Ettringite on the Hydration of Sulfoaluminate Cement-Based Grouting Materials
    Song, Mingwei
    Li, Haiyan
    Moeen, Muhammad
    Zou, Youfeng
    Han, Peng
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2023, 35 (03)
  • [16] Freeze-thaw durability of cement-based geothermal grouting materials
    Borinaga-Trevino, Roque
    Pascual-Munoz, Pablo
    Angel Calzada-Perez, Miguel
    Castro-Fresno, Daniel
    CONSTRUCTION AND BUILDING MATERIALS, 2014, 55 : 390 - 397
  • [17] Effects of red mud on properties of magnesium phosphate cement-based grouting material and its bonding mechanism with coal rock
    Ruan, Wenqiang
    Liao, Jianguo
    Mo, Jiajia
    Li, Fengheng
    Gu, Xinqi
    Ma, Yihan
    Zhu, Yu
    Ma, Xiaoe
    CERAMICS INTERNATIONAL, 2023, 49 (02) : 2015 - 2025
  • [18] Grouting Rock Fractures with Cement Grout
    Mohamed El Tani
    Rock Mechanics and Rock Engineering, 2012, 45 : 547 - 561
  • [19] Application of rock wool waste in cement-based composites
    Cheng, An
    Lin, Wei-Ting
    Huang, Ran
    MATERIALS & DESIGN, 2011, 32 (02) : 636 - 642
  • [20] Grouting Rock Fractures with Cement Grout
    El Tani, Mohamed
    ROCK MECHANICS AND ROCK ENGINEERING, 2012, 45 (04) : 547 - 561