Pipe flow of pumping wet shotcrete based on lubrication layer

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.

[1]  Chris I. Goodier,et al.  The hardened performance of wet process sprayed mortars [Published title: The performance of hardened wet-process sprayed mortars] , 2000 .

[2]  Kamal H. Khayat,et al.  Analytical models for estimating yield stress of high-performance pseudoplastic grout , 2001 .

[3]  Thierry Sedran,et al.  Design of concrete pumping circuit , 2005 .

[4]  Nicolas Roussel,et al.  A thixotropy model for fresh fluid concretes: Theory, validation and applications , 2006 .

[5]  B. Steward,et al.  The design of a concrete transport system on Cullinan Diamond Mine , 2006 .

[6]  Lisa Ann Mondy,et al.  An improved constitutive model for concentrated suspensions accounting for shear-induced particle migration rate dependence on particle radius , 2007 .

[7]  D. Feys,et al.  Fresh self compacting concrete, a shear thickening material , 2008 .

[8]  Kejin Wang,et al.  Modeling rheological behavior of highly flowable mortar using concepts of particle and fluid mechanics , 2008 .

[9]  Tor Arne Hammer,et al.  Flow conditions of fresh mortar and concrete in different pipes , 2009 .

[10]  Yue-wang Han,et al.  Experimental Research on Rheological Properties of Cemented Mortar in Tail Void Grouting of Shield Tunnel , 2011 .

[11]  Johan Silfwerbrand,et al.  Numerical simulation of fresh SCC flow: applications , 2011 .

[12]  Jesper Henri Hattel,et al.  Flow induced particle migration in fresh concrete: Theoretical frame, numerical simulations and experimental results on model fluids , 2012 .

[13]  Young Jin Kim,et al.  Prediction on pipe flow of pumped concrete based on shear-induced particle migration , 2013 .

[14]  S. E. Chidiac,et al.  Rheological models for predicting plastic viscosity and yield stress of fresh concrete , 2013 .

[15]  Jin-Keun Kim,et al.  Lubrication layer properties during concrete pumping , 2013 .

[16]  E. Kadri,et al.  Rheology of ordinary and low-impact environmental concretes , 2015 .

[17]  J. Gołaszewski,et al.  Rheological properties and the air content in fresh concrete for self compacting high performance concrete , 2015 .

[18]  G. Sant,et al.  The rheology of cementitious suspensions: A closer look at experimental parameters and property determination using common rheological models , 2015 .