Funding for this research was provided by:
National Natural Science Foundation of China (51678504, 51408498)
Open Fund of National Engineering Laboratory for Bridge Structure Safety Technology (310821151102)
Fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (SKLGP2016K013)
Innovation and Technology Fund of the Hong Kong SAR Government (ITS/059/16FP)
Department of Science and Technology of Sichuan Province (2018JY0029)
Article History
Received: 8 June 2018
Accepted: 12 October 2018
First Online: 24 October 2018