界面糙化对刚柔复合式路面剪切强度的影响  

Influence of Interface Roughening on Shear Strength of Rigid-flexible Composite Pavement

作　　者：唐艳华 聂忆华[1] 毛惺 刘福财 TANG Yanhua;NIE Yihua;MAO Xing;LIU Fucai(School of Civil Engineering,Hunan University of Science and Technology,Xiangtan,Hunan 411201,China;Guangdong Getkey New Material Technology Co.,Ltd.,Qingyuan,Guangdong 511600,China)

机构地区：[1]湖南科技大学土木工程学院,湖南湘潭411201 [2]广东盖特奇新材料科技有限公司,广东清远511600

出　　处：《黑龙江交通科技》2024年第1期10-12,共3页Communications Science and Technology Heilongjiang

摘　　要：为解决刚柔复合式路面层间易出现滑移、剪切破坏的问题,以刚柔复合式路面层间构造为研究对象,研究采用嵌石构造层间界面对复合式路面层间剪切强度的影响。碎石粒径分别为2.36~4.75 mm、4.75~9.5 mm、9.5~13.2 mm,每种粒径下碎石的撒布面积设置为25%、50%及75%,嵌入深度为其粒径的2/5~3/5,利用自制的斜剪夹具,通过室内试验研究了三种碎石粒径下,各粒径对应三种碎石撒布面积时的复合试件层间剪切强度的大小。试验结果表明:(1)刚柔复合式路面层间剪切强度随着碎石粒径的增大而增大;(2)在三种撒布粒径对应的25%、50%、75%的撒布面积下,层间剪切强度随着撒布面积的增大而增大。In order to solve the problem of slippage and shear failure between the rigid-flexible composite pavement layers,taking the rigid-flexible composite pavement interlayer structure as the research object,and studies the influence of the interlayer interface of the inlaid stone structure on the interlayer shear strength of the composite pavement.The particle sizes of the crushed stones are 2.36~4.75 mm,4.75~9.5 mm and 9.5~13.2 mm respectively,and the spreading area of the crushed stones under each particle size is set to 25%,50%and 75%,and the embedding depth is 2/5~3/5 of the particle size.Using a self-made oblique shear fixture,the interlaminar shear strength of the composite specimen was studied under three types of crushed stone particle sizes,and each particle size corresponds to the three types of crushed stone distribution areas.The test results show that:(1)The interlayer shear strength of rigid-flexible composite pavement increases with the increase of the gravel particle size;(2)Under the spreading area,the interlayer shear strength increases with the increase of the spreading area.

关 键 词：道路工程 力学分析 高性能混凝土 沥青路面 抗剪强度 

分 类 号：U416.224[交通运输工程—道路与铁道工程]