考虑温度效应的路基粗粒填料亚塑性模型
陈绍祥,曹志刚,叶星池,蔡袁强,张琪

Hypoplastic model for road base coarse-grained materials accounting for temperature effect
Shao-xiang CHEN,Zhi-gang CAO,Xing-chi YE,Yuan-qiang CAI,Qi ZHANG
表 2 控温三轴剪切试验方案
Tab.2 Temperature triaxial shear test cases
试验序号 $\sigma_3'$/kPa θ/℃ 试验序号 $\sigma_3' $/kPa θ/℃
1 20 5 4 20 55
2 40 5 5 40 55
3 60 5 6 60 55