作者机构:[1]School of Civil Engineering, Harbin institute of Technology, Harbin 150090, China, [2]Research Centre of Road and Bridge Engineering, Dalian Maritime University, Dalian 116026, China
相关基金:Major Research Plan of National Natural Science Foundation of China Under Grant No. 90815009; National Natural Science Foundation of China Under Grant No. 50378031 and 50178027; Western Transport Construction Technology Projects Under Grant No. 2009318000100 Acknowledgement The test was funded by Major Research Plan of National Natural Science Foundation of China Under Grant No. 90815009, National Natural Science Foundation of China Under Grant No. 50378031/ 50178027 and Western Transport Construction Technology Projects Under Grant No. 2009318000100, and was implemented in the State Key Laboratory for Disaster Reduction in Civil Engineering in China. This support is gratefully acknowledged. Also, the authors would like to thank the test personnel in the laboratory for their excellent support.