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机制砂混凝土抗滑性能的影响因素分析 被引量:4

Analysis of Influence Factors on Anti-sliding Performance of Manufactured Sand Concrete
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摘要 为了研究机制砂混凝土路面抗滑性能的影响规律,采用摆式摩擦法与表面回弹法,研究了水灰比、砂率、机制砂掺率、石粉含量等因素的影响,基于灰色系统理论对各影响因素进行了重要性排列。研究表明,机制砂抗滑性能低于天然河砂,石粉会显著改变机制砂混凝土的表观构造,各影响因素之间灰色关联排序为砂率>水灰比>石粉含量>机制砂掺率,根据以上结论设计了机制砂混凝土抗滑性能预测模型,经验证此模型与试验实测值相关性较好。 In order to study the influence law of anti sliding performance of manufactured sand concrete pavement,the influence of water cement ratio,sand ratio,manufactured sand mixing ratio,stone powder content were studied by British pendulum number(BPN)and surface rebound method,and the importance of each influencing factor is arranged based on the grey system theory.The results show that the anti sliding performance of manufactured sand is lower than that of natural river sand,and stone powder can signi-ficantly change the apparent structure of manufactured sand concrete.The order of grey correlation among the influencing factors is sand ratio>water cement ratio>stone powder content>mixing ratio of Manufactured Sand.According to the above conclusions,the prediction model of anti sliding performance of manufactured sand concrete is designed,and the results show that the model has a good correlation with the experimental data.
作者 容洪流 周泽华 肖璐 陈飞宏 RONG Hong-liu;ZHOU Ze-hua;XIAO Lu;CHEN Fei-hong(College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China;Guangxi Special Geological Highway Safety Engineering Technology Research Center, Nanning 530004, China;China Construction Eighth Engineering Division Corp., Ltd, Nanning 530004, China)
出处 《科学技术与工程》 北大核心 2021年第27期11748-11753,共6页 Science Technology and Engineering
基金 国家自然科学基金地区项目(52068005) 广西科技创新引导项目(桂科AC16380107) 广西研究生教育创新计划资助项目(YCSW2020041)。
关键词 道路工程 机制砂 灰色关联理论 混凝土路面 抗滑性 road engineering manufactured sand grey correlation theory concrete pavement anti sliding performance
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