Influence of rheological parameters on cement slurry penetration characteristics of novel oscillating grouting technology

被引:13
作者
Tang, Lubo [1 ]
Wang, Zhongrong [2 ]
Zhang, Xinin [3 ]
Chen, Xiaobin [1 ,4 ]
Luo, Jiarui [1 ]
Wang, Yeshun [1 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha, Peoples R China
[2] Shandong Univ, Geotech & Struct Engn Res Ctr, Jinan 250061, Peoples R China
[3] Cent South Univ, Key Lab, Minist Educ Metallogen Predict Nonferrous Met & Ge, Changsha 410083, Peoples R China
[4] Cent South Univ, Sch Civil Engn, Changsha 410083, Peoples R China
基金
中国国家自然科学基金;
关键词
Oscillatory grouting; Cement; Slurry penetration; CFD; Rheological behavior; FLOW; BEHAVIOR; FLUID;
D O I
10.1016/j.conbuildmat.2023.133999
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Traditional grouting techniques are primarily based on stable-pressure grouting, with slurry penetration performance limited. Research on the penetration behavior of pulsating slurry is relatively scarce, with even less research focused on the influence of slurry rheological parameters.This paper proposes an efficient oscillating grouting technology (OGT) that can generate pressure pulses and periodically change the direction of slurry motion. Through experiments and numerical simulations, its working mechanism is investigated, and the penetration distance of oscillating grouting and steady pressure grouting is compared under different soil parameters (porosity and particle size). The effect of cement slurry rheological parameters (viscosity of the Newtonian fluid and the K, tau 0 and n, of the Herschel-Bulkley fluid) on penetration distance, grouting pressure, pressure pulse amplitude, and oscillating frequency are studied. Finally, the correlation analysis between penetration behavior, oscillating parameters, and rheological parameters is conducted. The results show that the oscillatory switching of the slurry is related to the interaction of vortexes within the tool, and the switching process leads to the generation of pressure pulsations. Under different soil parameters and rheological parameters, the penetration distance of oscillating grouting is larger than that of steady-pressure grouting. Furthermore, due to the pressure recovery process within the oscillatory grouting tool, the oscillating grouting exerts less pressure on the soil, which can prevent soil fracturing. The results also indicate that the oscillatory grouting requires a certain level of flow resistance to achieve optimal effect, but excessive resistance can impede the slurry switching process and reduce the penetration distance. And the optimal values for K, tau 0 and n are around 0.015 Pa & sdot;sn, 1.5 Pa, and 0.5, respectively. According to the correlation analysis, oscillating frequency is positively correlated with penetration distance. Average pressure and rheological parameters are negatively correlated with penetration distance.
引用
收藏
页数:13
相关论文
共 32 条
[1]  
Aoki K, 2003, ENVIRONMENTAL ROCK ENGINEERING, P341
[2]  
Dou J., 2021, Chin. J. Geotechn. Eng, V43, P309, DOI [10.11779/CJGE202102011, DOI 10.11779/CJGE202102011]
[3]   Fractal-based model for maximum penetration distance of grout slurry flowing through soils with different dry densities [J].
Du, Jiapei ;
Zhou, Annan ;
Shen, Shui-Long ;
Bu, Yuhuan .
COMPUTERS AND GEOTECHNICS, 2022, 141
[4]   MAXIMUM PENETRATION DEPTH AND PENETRATION TIME PREDICTING MODEL OF CEMENTING FLUID FLOW THROUGH WELLBORE INTO WEAKLY CONSOLIDATED FORMATION [J].
Du, Jiapei ;
Bu, Yuhuan ;
Shen, Zhonghou ;
Cao, Xuechao .
FRACTALS-COMPLEX GEOMETRY PATTERNS AND SCALING IN NATURE AND SOCIETY, 2019, 27 (08)
[5]   A novel fluid for use in oil and gas well construction to prevent the oil and gas leak from the wellbore [J].
Du Jiapei ;
Bu Yuhuan ;
Shen Zhonghou ;
Cao Xuechao .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 217 :626-637
[6]  
Fangfang Z., 2021, Technol. Wind, V33, P77
[7]   An Experimental Approach to the Development of Dynamic Pressure to Improve Grout Spread [J].
Ghafar, A. N. ;
Mentesidis, A. ;
Draganovic, A. ;
Larsson, S. .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (09) :3709-3721
[8]   Quantitative permeation grouting in sand layer with consideration of grout properties and medium characteristics [J].
Han, Chenghao ;
Wei, Jiuchuan ;
Zhang, Weijie ;
Yang, Fei ;
Yin, Huiyong ;
Xie, Daolei ;
Xie, Chao .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 327
[9]   Numerical simulation of debris-flow behavior based on the SPH method incorporating the Herschel-Bulkley-Papanastasiou rheology model [J].
Han, Zheng ;
Su, Bin ;
Li, Yange ;
Wang, Wei ;
Wang, Weidong ;
Huang, Jianling ;
Chen, Guangqi .
ENGINEERING GEOLOGY, 2019, 255 :26-36
[10]   Preparation, properties and grouting process simulation of cement-based grout for loose deposits [J].
Jian, Li -Ming ;
Zhao, Xiao-Yan ;
Wu, Jiang ;
Yan, Hong-Yi ;
Wan, Yu-Hao ;
Wang, Sheng ;
Zhang, Chun ;
Long, Rui-Xin .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 360