引文
[1]郑新亮,王东升,唐亮等[J].液化场地桥梁桩基础震害及其抗震研究概述.中外公路.2008,28(4):178-182.
[2]Takahashi A,Takemura J.Liquefaction-induced large displacement of pile-supported wharf[J].Soil Dynamics and Earthquake Engineering,2005(25):811-825.
[3]Gao,Xia;Ling,Xian-zhang;Tang,Liang,et al.Soil-pile-bridge structure interaction in liquefying ground using shake table testing[J].Soil Dynamics&Earthquake Engineering,2011,31(7):1009-1017.
[4]唐亮,凌贤长,徐鹏举等.可液化场地高承台群桩-土-桥梁结构地震相互作用振动台试验[J].中国公路学报,2010,23(4):51-57.