摘要
采用单轴循环加载试验和CT扫描图像分析方法,研究不同加载阶段多孔弹性混合料内部的孔隙结构(孔隙数量和空隙率)演变过程。研究结果表明:单轴循环加载导致试件总体高度减小,试件下部体积增大直至在试件高为10~60 mm区域内发生膨胀破坏。多孔弹性混合料的累积变形经历变形初期、前期、中期和后期4个阶段。在变形初期和变形前期,直径[0.5,1]mm和直径[1,2]mm的孔隙数量减少,变形中期大孔隙开始相互连通,导致直径[2,5]mm的孔隙数量开始减少,变形后期的破坏集中在直径[0.5,1]mm和直径[1,2]mm的孔隙。整个变形期内试件高度在70 mm以下的区域空隙率逐渐增大,孔隙数量逐渐减小,而在试件高度在70 mm以上区域内孔隙结构变化不大。
The evolution process of pore structure,including pore number and air void,within porous elastic mixture at different loading stages were investigated by the unilateral cyclic loading test and CT scanning image analysis.The results show that the unilateral cyclic loading causes the reduction of specimen height,the volume dilation of specimen at lower part and expansion failure at the 10-60 mm region along the specimen height.The cumulative deformation of porous elastic mixture undergoes four stages,including the initial deformation stage,the early deformation stage,the middle deformation stage and the last deformation stage.During the initial and early deformation stages,the number of pores with the diameters of[0.5,1]mm and[1,2]mm decreases,followed by the gradual interconnection of large pores at the middle deformation stage,which reduces the number of pores with diameters of[2,5]mm.It is the pores with the diameters of[0.5,1]mm and[1,2]mm that are mostly damaged during the last deformation stage.During the whole deformation period,the air void of the specimen within the height of 70 mm gradually increases while the pore number gradually decreases.But for the specimen region above the height of 70 mm,the pore structure changes slightly.
作者
熊剑平
廖公云
祁孔庆
谭华
方信
汪璨
XIONG Jianping;LIAO Gongyun;QI Kongqing;TAN Hua;FANG Xin;WANG Can(Guangxi Transportation Science and Technology Group Co.Ltd.,Nanning 530007,China;Guangxi Key Lab of Road Structure and Materials,Nanning 530007,China;School of Transportation,Southeast University,Nanjing 211189,China)
出处
《中南大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
2021年第7期2299-2308,共10页
Journal of Central South University:Science and Technology
基金
广西道路结构与材料重点实验室开放基金资助项目(2018gxjgclkf002)。
关键词
道路工程
空隙演变
单轴循环加载
CT扫描
图像分析
多孔弹性混合料
变形
road engineering
pore evolution
unilateral cyclic loading
CT scanning
image analysis
porous elastic mixture
deformation