Research on Time-Varying Behavior of Cement Grouts of Different Water-Cement Ratios

Z. Yang, K. Hou, T. Guo
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引用次数: 10

Abstract

The thesis presents an research on the time-varying behavior of cement grouts with different water-cement ratio of 0.5,0.55,0.6,0.65,0.7,0.75,0.8,0.9,1.0,1.1,1.25,1.0,2.0,5.0 and10.0 at 0 minute, 5minutes,10minutes,20minutes,30minutes,60minutes,respectively.This was to investigate the time-varying behavior of reheological parameters of cement grouts with different water-cement ratios.It confirmed that: consistency coefficient and viscosity are time-varying reheological parameters, while rheological index and initial stress(yield stress) are time-independent behavior;the flow pattern properties of cement grouts with different water-cement ratios could remain unchanged with time; the laws with time change of consistency coefficient and viscosity of cement grouts accord exponential function, cp(t)=c0×ekt (Power-law fluid) or hp(t)=h0×ekt(Newtonian fluid or Bingham fluid).These research results have very important realistic value and theory meaning.
不同水灰比水泥浆料时变特性研究
本文研究了水灰比分别为0.5、0.55、0.6、0.65、0.7、0.75、0.8、0.9、1.0、1.1、1.25、1.0、2.0、5.0、10.0的水泥浆液在0分钟、5分钟、10分钟、20分钟、30分钟、60分钟时的时变特性。研究不同水灰比水泥浆流变参数随时间的变化规律。结果表明:稠度系数和黏度是随时间变化的流变参数,而流变指标和初始应力(屈服应力)是随时间变化的行为,不同水灰比的水泥浆的流态特性可以随时间保持不变;黏度系数和黏度随时间的变化规律符合指数函数,cp(t)=c0×ekt(幂律流体)或hp(t)=h0×ekt(牛顿流体或宾厄姆流体)。这些研究成果具有十分重要的现实价值和理论意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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