TY - JOUR
T1 - Rheological evaluations of interground and blended cement-limestone suspensions
AU - Vance, Kirk
AU - Arora, Aashay
AU - Sant, Gaurav
AU - Neithalath, Narayanan
N1 - Funding Information:
The authors gratefully acknowledge the National Science Foundation (CMMI: 1068985 ) and Arizona State University for the support of this research. The materials for this research were provided by Lehigh Cement and Omya A.G. and these corporations are acknowledged. K.V. also acknowledges the Dean’s Fellowship from the Ira A. Fulton Schools of Engineering at Arizona State University (ASU). This research was conducted in the Laboratory for the Science of Sustainable Infrastructural Materials (LS-SIM) at ASU and the authors gratefully acknowledge the support that has made this laboratory possible. The contents of this paper reflect the views of the authors who are responsible for the facts and accuracy of the data presented herein, and do not necessarily reflect the views and policies of the funding agency, nor do the contents constitute a standard, specification, or a regulation.
Publisher Copyright:
© 2015 Elsevier Ltd.
PY - 2015/3/15
Y1 - 2015/3/15
N2 - This paper reports a comparative study of the rheological properties of suspensions composed using ordinary portland cement (OPC), interground with, and blended with limestone. Two different interground portland limestone cements (PLCs) and three blended limestone cements were examined. The blended mixtures were prepared using the same limestone content (by replacement) as the interground mixture, and blended to match the particle size distribution (PSD) of the plain OPC and interground PLCs. This methodology was used to separate the influence of packing and surface area from the influence of the limestone incorporation technique (i.e.; intergrinding or blending). The results indicate that the inclusion of limestone decreases the yield stress due to reduced van der Waals forces between limestone-to-OPC particles, as compared to OPC-to-OPC particle interactions. The plastic viscosity is noted to be independent of the limestone replacement level, and dependent solely on the volumetric solid loading and PSD of the solids in the suspension. Intergrinding of limestone is shown to have beneficial effects on the yield stress compared to PSD-matched OPC-limestone blends, due to coarser OPC fraction in the interground PLC as compared to the blended mixture. Finally, via oscillatory shear experiments, the use of a stress plateau identification technique is demonstrated to be an accurate means to identify the yield stress in cementitious suspensions all suspensions.
AB - This paper reports a comparative study of the rheological properties of suspensions composed using ordinary portland cement (OPC), interground with, and blended with limestone. Two different interground portland limestone cements (PLCs) and three blended limestone cements were examined. The blended mixtures were prepared using the same limestone content (by replacement) as the interground mixture, and blended to match the particle size distribution (PSD) of the plain OPC and interground PLCs. This methodology was used to separate the influence of packing and surface area from the influence of the limestone incorporation technique (i.e.; intergrinding or blending). The results indicate that the inclusion of limestone decreases the yield stress due to reduced van der Waals forces between limestone-to-OPC particles, as compared to OPC-to-OPC particle interactions. The plastic viscosity is noted to be independent of the limestone replacement level, and dependent solely on the volumetric solid loading and PSD of the solids in the suspension. Intergrinding of limestone is shown to have beneficial effects on the yield stress compared to PSD-matched OPC-limestone blends, due to coarser OPC fraction in the interground PLC as compared to the blended mixture. Finally, via oscillatory shear experiments, the use of a stress plateau identification technique is demonstrated to be an accurate means to identify the yield stress in cementitious suspensions all suspensions.
KW - Cement
KW - Fly ash
KW - Interground
KW - Limestone
KW - Rheology
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U2 - 10.1016/j.conbuildmat.2014.12.054
DO - 10.1016/j.conbuildmat.2014.12.054
M3 - Article
AN - SCOPUS:84921449220
SN - 0950-0618
VL - 79
SP - 65
EP - 72
JO - Construction and Building Materials
JF - Construction and Building Materials
ER -