首页|橡胶混凝土道面温度变形规律实测分析

橡胶混凝土道面温度变形规律实测分析

扫码查看
通过室内试验对橡胶混凝土和普通混凝土的基本路用性能进行测定,并采用光纤光栅技术实测橡胶、普通混凝土道面的应变、温度,对比分析2种道面温度变形规律的差异.结果表明,橡胶混凝土的强度和模量低于普通混凝土,但韧性得到提升;道面应变具有明显的温度滞回特性;橡胶混凝土道面的温度敏感性比普通混凝土道面高10%~16%,温度变形更大;橡胶混凝土道面的月度拟合斜率较普通混凝土道面低4%~12%,温度伸缩变形更小;橡胶混凝土道面的纵向翘曲变形更显著,两者横向翘曲应变接近;橡胶混凝土道面产生的温度应力更小,具有修筑大尺寸道面的潜质.
Measurement and Analysis of Temperature Deformation in Rubber Concrete Pavement
The basic road performance of rubber concrete and conventional concrete was determined through indoor experiments,and the strain and temperature of rubber and conventional concrete pave-ments were measured using fiber optic grating technology.The differences in temperature deformation characteristics of the two types of pavements were compared and analyzed.The results show that the strength and modulus of rubber concrete are lower than those of conventional concrete,but the tough-ness is improved.Pavement strain exhibits significant temperature hysteresis characteristics.The temperature sensitivity of rubber concrete pavement is 10%~16%higher than that of conventional concrete pavement,with greater temperature deformation.The monthly fitting slope of rubber con-crete pavement is 4%~12%lower than that of conventional concrete pavement,resulting in smaller temperature expansion and contraction deformation.The longitudinal warping deformation of rubber concrete pavement is more significant,while the transverse warping strain of both is similar.Rubber concrete pavement generates less temperature stress and has the potential for constructing large-sized pavements.

airport pavementrubberized concretemeasured datatemperature deformation

黄琴龙、张健、叶仕江

展开 >

同济大学道路与交通工程教育部重点实验室 上海 201804

陕西省交通规划设计研究院有限公司 西安 710065

机场道面 橡胶混凝土 实测数据 温度变形

2024

交通科技
武汉理工大学

交通科技

影响因子:0.495
ISSN:1671-7570
年,卷(期):2024.(5)