Liu, Tingting
Li, Xinpin
Li, Jianchun
Li, Haibo
Zheng, Yun
Luo, Yi
Funding for this research was provided by:
National Natural Science Foundation of China (51609183)
Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences (Z015005)
the project supported by Hubei Key Laboratory of Roadway Bridge and Structure Engineering (Wuhan University of Technology) (DQJJ201501)