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浆体流变特性对透水混凝土性能的影响 被引量:15
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作者 陈潇 王杰 +2 位作者 韩裕山 陈谦 朱国瑞 《中国公路学报》 EI CAS CSCD 北大核心 2019年第4期177-186,共10页
为研究浆体流变特性对透水混凝土力学与透水性能的影响规律,通过减水剂与增黏剂掺量的变化调配出5种不同流动度及6种不同塑性黏度的水泥浆体,并固定浆集比配置出对应的透水混凝土。采用光学显微镜图像分析透水混凝土中骨料颗粒表面浆体... 为研究浆体流变特性对透水混凝土力学与透水性能的影响规律,通过减水剂与增黏剂掺量的变化调配出5种不同流动度及6种不同塑性黏度的水泥浆体,并固定浆集比配置出对应的透水混凝土。采用光学显微镜图像分析透水混凝土中骨料颗粒表面浆体裹附层厚度,以水泥浆体的拉拔黏结强度表征浆体与骨料的黏结强度,在研究浆体流动度及塑性黏度对浆体拉拔黏结强度、骨料颗粒表面浆体包裹层厚度影响的基础上,进一步探讨了浆体流变特性对透水混凝土抗压、抗折强度、空隙率以及透水系数的影响规律,揭示出浆体流动度与塑性黏度对透水混凝土力学与透水性能的作用原理。研究结果表明:随着浆体流动度及塑性黏度的增加,透水混凝土力学性能呈现先提高后降低的趋势,而透水混凝土的透水系数则随着浆体流动度的增加逐渐降低,随着浆体塑性黏度的增加逐渐增加;结合浆体流变性能对浆体自身拉拔黏结强度及骨料颗粒表面浆体包裹层厚度的影响发现,浆体流变特性主要通过影响浆体自身黏结特性而作用于透水混凝土力学性能,通过影响骨料颗粒表面浆体包裹层厚度及其分布状态而作用于透水混凝土的透水性能;在进行透水混凝土配合比设计时,可以通过调控浆体的流变特性,达到兼顾透水混凝土力学性能与透水性能的目的。 展开更多
关键词 道路工程 透水混凝土 透水试验 浆体流变特性 拉拔黏结强度 包裹层厚度 力学性能
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Rheological properties of low consistency TMP from thinning wood of Chinese Fir 被引量:2
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作者 邱仁辉 王克奇 黄祖泰 《Journal of Forestry Research》 SCIE CAS CSCD 2006年第2期145-149,共5页
The rheological behavior of low consistency thermomechanical pulp of Chinese fir harvested by intermediate thinning was analyzed. The results show that the apparent viscosity of pulp changed along with the beating deg... The rheological behavior of low consistency thermomechanical pulp of Chinese fir harvested by intermediate thinning was analyzed. The results show that the apparent viscosity of pulp changed along with the beating degree, pulp consistency and shearing velocity. With the increasing of pulp consistency, the apparent viscosity of pulp increased gradually. Beating degree of pulp had an effect on microstructure of pulp. The apparent viscosity of pulp declined as beating degree of pulp increased, and the apparent viscosity of pulp fell along with the shearing velocity increasing. Based on the results, the rheological models are set up. The models showed that the fluid types of the low consistency pulp could be described as pseudoplastics fluids (non-Newtonian fluids). 展开更多
关键词 Thermomechanical pulp Chinese Fir Thinning wood Low consistency pulp Rheological properties Pseudoplastics fluid
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Paste-like cemented backfilling technology and rheological characteristics analysis based on jigging sands 被引量:1
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作者 魏冲 王新民 +1 位作者 张云海 张钦礼 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第1期155-167,共13页
To make backfilling body meet strength requirement,physical-chemical evaluation and proportioning tests were conducted on several backfilling materials.Jigging sands,#32.5 cement and fly ash were determined as backfil... To make backfilling body meet strength requirement,physical-chemical evaluation and proportioning tests were conducted on several backfilling materials.Jigging sands,#32.5 cement and fly ash were determined as backfilling aggregate,binding material and modified material,respectively.An optimized proportion of backfilling materials with a solid mass fraction of 78%and cement:fly ash:jigging sands mass ratio of 1:2:14,was suggested to Jiangan Pyrite Mine,China.The slurry made by optimized proportion produced obvious shear thinning phenomena,and was confirmed as paste-like slurry.To analyze its rheological characteristics,L-type pipeline test and Haake VT550 rotational viscometer test were conducted.Bingham and Casson fluid models were applied to several paste-like slurry samples to simulate flow and stress states;Casson fluid model was proved to have better simulation effect on paste-like slurry with shear thinning phenomena;rheological parameters of backfilling slurry made by suggested proportion were measured.Initial yield stress,average apparent viscosity and limiting viscosity are 55.35 Pa,1.216 Pa-s and 0.48 Pa-s,respectively.Compared with Bingham fluid model,Casson fluid model has a better simulation effect on paste-like slurry with shear thinning phenomena,through calculating the residual standard deviations. 展开更多
关键词 paste-like slurry jigging sands shear thinning Casson fluid model backfilling system
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