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宾汉姆水泥浆液流变参数与水灰比定量关系

Quantitative Relationship between Rheological Parameters and Water Cement Ratio of Bingham Cement Grout
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摘要 以目前实践工程中广泛应用的宾汉姆水泥浆液(水灰比为0.75-1.25的水泥浆液)为研究对象,分析了宾汉姆水泥浆液静切力、塑性粘度与析水率等流变参数与水灰比间的定量变化关系。研究结果表明:采用水灰比与宾汉姆水泥浆液静切力、塑性粘度与析水率间的定量变化关系分别计算得到的静切力、塑性粘度与析水率的预测值与对应的实测值间的差异约在20%的范围内变动。因此,本文探讨的水灰比与宾汉姆水泥浆液静切力、塑性粘度与析水率间的定量变化关系可用来预测计算不同水灰比宾汉姆水泥浆液的静切力、塑性粘度与析水率等流变参数。 Taking Bingham cement slurry(cement slurry with water cement ratio of 0.75-1.25),which is widely used in practical engineering,as the research object,this paper analyzes the quantitative relationship between the rheological parameters of Bingham cement slurry,such as static shear force,plastic viscosity and water evolution rate,and the water cement ratio.The results show that the difference between the predicted values of static shear force,plastic viscosity and water evolution rate and the corresponding measured values is about 20%.Therefore,the quantitative relationship between water cement ratio and Bingham cement slurry static shear,plastic viscosity and water evolution rate discussed in this paper can be used to predict and calculate the rheological parameters of Bingham cement slurry with different water cement ratio,such as static shear,plastic viscosity and water evolution rate.
作者 李少军 杨志全 LI Shao-jun;YANG Zhi-quan(Southwest Headquarters of China Railway Seventh Bureau Group Co.,Ltd.,Zhengzhou 450000,China;Faculty of Public Safety and Emergency Management,Kunming University of Science and Technology,Kunming 650093,China;Key Laboratory of Early Rapid Identification,Prevention and Control of Geological Diseases in Traffic Corridor of High Intensity Earthquake Mountainous Area of Yunnan Province,Kunming 650093,China)
出处 《价值工程》 2021年第9期91-93,共3页 Value Engineering
基金 中铁七局—昆明理工大学校企合作科研项目(YCGSHT-GC-004(2020)) 云南省重点研发计划(202003AC10002) 云南省基础研究计划面上项目(202001AT070043)。
关键词 水灰比 宾汉姆水泥浆液 静切力 塑性粘度 析水率 water cement ratio Bingham cement slurry static shear plastic viscosity water evolution rate
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二级参考文献5

  • 1Baker C. Comments on paper 'Rock Stabilization in Rock Mechanics'[A]. Muler, Springer-Verlag NY,1974.
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  • 5Hassler L, et al. Simulation of grouting in jointed rock[A]. Proc 6th Int Conf on Rock Mech[C]. 1987.

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