连续配筋混凝土路面力学行为的温度效应
钟春玲1,2, 李娜3, 孟广伟2

Temperature effect on mechanical behaviors of continuously reinforced concrete pavement
ZHONG Chun-ling1,2, LI Na3, MENG Guang-wei2
图8 裂缝间距随混凝土龄期的变化
Fig.8 Crack spacing vs. age of concrete