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10 地基摩阻力系数与路面端部位移的关系
Fig.10 Relatioship between subgrade friction and displacement of pavement end