کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
257177 503579 2015 8 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Rheological evaluations of interground and blended cement–limestone suspensions
ترجمه فارسی عنوان
ارزیابی های رئولوژیکی تعلیق های آهکی در میان زمین و مخلوط سیمان
کلمات کلیدی
رئوئولوژی، سیمان، سنگ آهک، بین زمین خاکستر پرواز
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی


• Rheological effects of limestone in cementitious suspensions brought out.
• Reduction in yield stress with limestone addition; no changes in plastic viscosity.
• Lower apparent yield stress when limestone is interground than blended.
• Viscoelastic storage modulus and apparent yield stress well related.

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.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 79, 15 March 2015, Pages 65–72
نویسندگان
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