Effect of mineral admixtures on formwork pressure of self-consolidating concrete

Owing to enhanced filling ability, self-consolidating concrete offers accelerated casting and superior quality control during construction. However, its high fluidity and high placement rate increase the lateral pressure on the formwork, necessitating an extensive supporting system to retain fresh mixtures in a desired shape. Current recommendations of formwork design for self-consolidating concrete adopt the concept of hydrostatic pressure, even though the measured pressure could be less than the recommended level. This study shows that mineral admixtures such as processed clays can appreciably lessen the formwork lateral pressure. In addition, the correlation between the formwork pressure response and the loss of slump flow is derived, providing an approximate method to estimate the reduction in formwork pressure.

[1]  Zhihui Sun,et al.  Experimental Simulation of Self-Consolidating Concrete Formwork Pressure , 2008 .

[2]  Zhihui Sun,et al.  Rheological Method to Evaluate Structural Buildup in Self-Consolidating Concrete Cement Pastes , 2007 .

[3]  Yun Lee,et al.  Intrinsic model to predict formwork pressure , 2010 .

[4]  Hajime Okamura,et al.  Self-Compacting Concrete , 2000 .

[5]  Johan Silfwerbrand,et al.  Form Pressures Generated by Self-Consolidating Concrete , 2005 .

[6]  Chiara F. Ferraris,et al.  The influence of mineral admixtures on the rheology of cement paste and concrete , 2001 .

[7]  Sofiane Amziane,et al.  Prediction of cement paste pore water pressure variations during setting period , 2004 .

[8]  Nathan Tregger,et al.  Influence of clays on the rheology of cement pastes , 2010 .

[9]  Yannick Vanhove,et al.  Prediction of the lateral pressure exerted by self-compacting concrete on formwork , 2004 .

[10]  Liberato Ferrara,et al.  Identifying Viscosity of Cement Paste from Mini-Slump-Flow Test , 2008 .

[11]  John Forbes Olesen,et al.  Influence of Cement Particle‐Size Distribution on Early Age Autogenous Strains and Stresses in Cement‐Based Materials , 2001 .

[12]  Nicolas Roussel,et al.  Correlation between Yield Stress and Slump: Comparison between Numerical Simulations and Concrete Rheometers Results , 2005 .

[13]  Kamal H. Khayat,et al.  Effect of Viscosity-Enhancing Admixtures on Formwork Pressure and Thixotropy of Self-Consolidating Concrete , 2006 .

[14]  David A Lange,et al.  Formwork Pressure of Self-Consolidating Concrete in Tall Wall Field Applications , 2005 .

[15]  H. Okamura,et al.  Self-compacting concrete. Development, present use and future , 1999 .

[16]  Kamal H. Khayat,et al.  Effect of W/CM and High-Range Water-Reducing Admixture on Formwork Pressure and Thixotropy of Self-Consolidating Concrete , 2006 .

[17]  Surendra P. Shah,et al.  Simple Analytical Model for Formwork Design of Self-Consolidating Concrete , 2011 .

[18]  Kamal H. Khayat,et al.  Use of Thixotropy-Enhancing Agent to Reduce Formwork Pressure Exerted by Self-Consolidating Concrete , 2008 .

[19]  Sofiane Amziane Setting time determination of cementitious materials based on measurements of the hydraulic pressure variations , 2006 .

[20]  Jon Elvar Wallevik,et al.  Relationship between the Bingham parameters and slump , 2006 .