Pipe flow of pumping wet shotcrete based on lubrication layer

被引:30
|
作者
Chen, Lianjun [1 ,2 ]
Liu, Guoming [1 ,2 ]
Cheng, Weimin [1 ,2 ]
Pan, Gang [1 ,2 ]
机构
[1] Shandong Univ Sci & Technol, State Key Lab Min Disaster Prevent & Control, Shandong Prov & Minist Sci & Technol, Qingdao 266590, Peoples R China
[2] Shandong Univ Sci & Technol, Coll Min & Safety Engn, Qingdao 266590, Peoples R China
来源
SPRINGERPLUS | 2016年 / 5卷
基金
中国国家自然科学基金;
关键词
Wet shotcrete; Pipeline transport; Pressurel loss; Lubrication layer; Particles migration; CONCRETE; PERFORMANCE; PARTICLE; DESIGN;
D O I
10.1186/s40064-016-2633-3
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Wet shotcrete can reduce dust and improve supporting strength, however, safe and efficient pipage is a key technical part of wet shotcrete process. The paper studied the pipe flow law of wet shotcrete based on lubrication layer by build the experimental pumping circuit of wet shotcrete that can carry out a number of full-scale pumping tests. The experimental results show there was a linear relationship between pressure loss and flow rate. Combined with the Buckingham rheological equation, the computing equations of the yield shear stress and plastic viscosity were deduced through linear regression. A simple analytical method allowing for a rough estimation of the pumping pressure was proposed and used when considering the lubrication layer of wet shotcrete in pipes. In addition, two kinds of particulate distributive models were established along the time axial to analyze the formation of lubrication layer which is related with particles migration. By computational fluid dynamics simulation, the lubrication layer thickness of different mix proportions was estimated. A new method for measuring the thickness of lubrication layer was proposed to verify it by binarization processing. Finally, according to the comparative analysis of experiments, simulation and computed value, it can be seen that the lubrication layer plays a key role in the process of wet shotcrete flow and with the increase of lubrication layer thickness pipe pressure declines gradually.
引用
收藏
页数:14
相关论文
共 50 条
  • [31] The critical layer in pipe flow at high Reynolds number
    Viswanath, D.
    PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2009, 367 (1888): : 561 - 576
  • [32] Deep sea water pumping pipe destruction due to undersea debris flow
    Ko-Fei Liu
    Yu-Charn Hsu
    Yin-Chen Chen
    Yi-Ying Lin
    Geoenvironmental Disasters, 12 (1)
  • [33] Determination of the slip layer thickness for a wet foam flow
    Tisné, P
    Doubliez, L
    Aloui, F
    COLLOIDS AND SURFACES A-PHYSICOCHEMICAL AND ENGINEERING ASPECTS, 2004, 246 (1-3) : 21 - 29
  • [34] A critical-layer framework for turbulent pipe flow
    McKeon, B. J.
    Sharma, A. S.
    JOURNAL OF FLUID MECHANICS, 2010, 658 : 336 - 382
  • [35] Predicting Pumpability and Shootability of Crushed Aggregate Wet-Mix Shotcrete Based on Rheological Properties
    Yun, Kyong-Ku
    Choi, Pangil
    Yeon, Jung Heum
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2016, 2016
  • [36] Pipe Flow of Viscoplastic Fluids and Analytical Predictions of Concrete Pumping Based on the Shear-Stress-Dependent Parabolic Model
    Zhaidarbek, Balnur
    Savitskaya, Kristina
    Wang, Yanwei
    PROCESSES, 2023, 11 (06)
  • [37] Effects of synthetic fibers and rubber particles on the mechanical properties of wet shotcrete based on orthogonal test
    Li T.
    Chang Y.
    He K.
    Journal of Mining and Strata Control Engineering, 2023, 5 (03)
  • [38] Is a wet gas (multiphase) mass flow ultrasonic meter just a pipe dream?
    Beecroft, David
    Measurement and Control, 1998, 31 (10): : 302 - 308
  • [39] Numerical simulation of transient pipe flow with entrapped air and wet bed effects
    Wang, Chunling
    Xu, Tibing
    Wang, Yin
    Li, Jiajia
    Zhang, Chenhui
    AIP ADVANCES, 2023, 13 (06)
  • [40] Is a wet gas (multiphase) mass flow ultrasonic meter just a pipe dream?
    Beecroft, D
    MEASUREMENT & CONTROL, 1998, 31 (10): : 302 - 308