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作 者:李岳超 王志强 乔丹阳 曹晖 LI Yuechao;WANG Zhiqiang;QIAO Danyang;CAO Hui(School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China;Gansu Highway Transportation Construction Group Co.,Ltd.,Lanzhou 730070,China)
机构地区:[1]兰州交通大学土木工程学院,甘肃兰州730070 [2]甘肃省公路交通建设集团有限公司,甘肃兰州730070
出 处:《兰州工业学院学报》2022年第5期76-81,共6页Journal of Lanzhou Institute of Technology
基 金:长江学者和创新团队发展计划滚动资助项目(IRT-15R29);陇原青年创新人才(团队)项目(201812);甘肃省教育厅产业支撑计划项目(2021CYZC-28)。
摘 要:为研究土石混合体的击实特性,在室内设计了不同P_(5)含量、最大粒径以及击实功3种影响因素下土石混合体的击实试验。结果表明:随P_(5)含量增加土石混合体的最大干密度先增加后减小,最优含水率呈减小趋势;当P_(5)含量相同时,土石混合体最大粒径为60 mm的最大干密度比80 mm较大,最大粒径为60 mm的最优含水率比80 mm较小;当击实功增至标准击实功时,土石混合体的最优含水率和最大干密度同时增大;当击实功大于标准击实功后,随着击实功的增大,混合料的最大干密度趋于稳定,而最优含水率依然处于增大趋势。In order to study the compaction characteristics of soil-rock mixture,the compaction tests of soil-rock mixture under three influencing factors including different P_(5) content,different maximum particle size and different compaction work were designed in the laboratory.The results show that with the increase of P_(5) content,the maximum dry density of soil-rock mixture increases first and then decreases,and the optimal water content decreases gradually.With the same P_(5) content,the maximum dry density of the mixture with the maximum particle size of 60 mm was larger than that with the maximum particle size of 80 mm,and the optimal water content of the mixture with the maximum particle size of 60 mm was smaller than that with the maximum particle size of 80 mm.When the compaction work increases from small to standard compaction work,the optimal water content and maximum dry density of the mixture increase simultaneously.When the compaction work is greater than the standard compaction work,the maximum dry density of the mixture tends to be stable with the increase of compaction work,while the optimal water content still increases.
关 键 词:土石混合体 击实试验 P_(5)含量 线性拟合分析 击实功
分 类 号:U415[交通运输工程—道路与铁道工程]
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