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Research on Time-varying Behavior of Cement Grouts of Different Water-cement Ratios

机译:不同水水泥比例水泥灌浆时变形的研究

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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 and 10.0 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, c_p(t)=c_0×e~(kt) (Power-law fluid) or η_p(t)=η_0×e~(kt)(Newtonian fluid or Bingham fluid). These research results have very important realistic value and theory meaning.
机译:本文介绍了水泥灌浆的时变行为,不同水水柱比为0.5,0.55,0.6,0.65,0.7,0.75,0.0,0.9,1.0,1.1,1.25,1.0,2.0,5.0和10.0在0分钟,5分钟,10分钟,20分钟,30分钟,60分钟,60分钟。这是探讨水泥灌浆与不同水水泥比例的再生学参数的时变行为。它证实:一致性系数和粘度是时变的再生参数,而流变指数和初始应力(屈服应力)是与时间无关的行为;用不同水水泥比的水泥灌浆的流动模式性能随时间保持不变;时间变化的常规系数和水泥灌浆粘度的法律符合指数函数,C_P(t)= C_0×e〜(kt)(幂律液)或η_p(t)=η_0×e〜(kt)(牛顿液体或弯曲液体)。这些研究结果具有非常重要的现实价值和理论意义。

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