Janoyan K D,Whelan MJ.Intelligent Transportation Infrastructure Technologies for Condition Assessment and Structural Health Moni· toring of Highway Bridges[M].London:Springer London Limited, 2010.】
DU Xiu-li,HAN Qiang,LI Zhong-xian,et a1.5.12 earthquake damage in the mountainous roads and bridges and Enlightenment [J].Beijing University of Technology,2008,34(12):1270- 1279.
LI Hong-jing,LU Ming,WEN Zeng-ping,et a1.Characteristics of bridge damages in Wenchuan earthquake[J].Nanjing University of Technology:Natural Science,2009,31(1):24-29.
Conte J P,Pister K S,Mahin S A.Influence of the earthquake ground motion process and structural properties on response charac- teristics of simple structures[R].EERC一90/09,EERC,Berke- ley,CA :University of California,1990.
[9]
Gonzdlez L,Abdoun T,Zeghal M,et a1.Physical modeling and visualization of soil liquefaction under high confining stress[J]. Earthquake Engineering and Engineering Vibration,2005,4(1): 5l一55.
LI Yun-yu,HU Xiao-rain,ZHANG Rong-feng,Liquefaction uhi- mate bearing capacity of bridge pile foundation of[J].Journal of Wuhan University of Technology:Transportation Science& Engineering, 2006,30(6):1044-1047.
[12]
Veiskarami M,Jahanandish M,Ghahramani A.Application of the ZEL method in the prediction of foundation bearing capacity considering the stress level effect[J].Soil Mechanics and Foundation Engineering,2010,47(3):75-85.