Ross G, Seed H, Migliacio R.Performance of highway bridge foundations in the great Alaska earthquake of 1964[M].Berkeley:University of Calfornia.
[2]
张会荣, 刘松玉.地震液化引起的地面大变形对桥梁桩基的影响研究综述[J].防灾减灾工程学报, 2004, 24(3):350-354. ZHANG Huirong, LIU Songyu.Review of effects on bridge piles of large ground displacements induced by earthquake liquefaction[J].Journal of Disaster Prevention and Mitigation Engineering, 2004, 24(3):350-354.(in Chinese)
[3]
Cubrinovski M, Haskell J, Winkley A, et, al.Performance of bridges in liquefied deposits during the 2010-2011 Christchurch(New Zealand) earthquakes[J].Journal of Performance of Constructed Facilities, 2013(in press)
[4]
李雨润, 袁晓铭, 曹振中.液化土中桩基础动力反应试验研究[J].地震工程与工程振动, 2006, 26(3):257-260. LI Yurun, YUAN Xiaoming, CAO Zhenzhong.Study on dynamic response of pile in liquefied soil layer[J].Journal of Earthquake Engineering and Engineering Vibration, 2006, 26(3):257-260.(in Chinese)
[5]
李雨润, 袁晓铭, 梁 艳, 等.桩-液化土相互作用p-y关系分析[J].地震工程与工程振动, 2008, 28(3):165-171. LI Yurun, YUAN Xiaoming, LIANG Yan, et al.Analysis for p-y curves of liquefied soil-pile interaction[J].Journal of Earthquake Engineering and Engineering Vibration, 2008, 28(3):165-171.(in Chinese)
[6]
王 睿, 张建民, 张 嘎.液化地基侧向流动引起的桩基础破坏分析[J], 岩土力学, 2011, 32(s1):501-506. WANG Rui, ZHANG Jianmin, ZHANG Ga.Analysis of failure of piled foundation due to lateral spreading in liquefied soils[J].Rock and Soil Mechanics, 2011, 32(s1):501-506.(in Chinese)
[7]
Tarek Abdoun, Ricardo Dobry, Thomas D.Pile Response to Lateral Spreads:Centrifuge Modeling[J].Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(10):869-878.
[8]
苏 栋, 李相菘.可液化土中单桩地震响应的离心机试验研究[J].岩土工程学报, 2006, 28(4):423-427. SU Dong, LIXiangsong.Centrifuge investigation on seismic response of single pile in liquefiable soil[J].Chinese Journal of Geotechnical Engineering, 2006, 28(4):423-427.(in Chinese)
[9]
张建民, 王 刚.考虑地基液化后大变形的桩-土动力相互作用分析[J].清华大学学报:自然科学版, 2004, 44(3):429-432. ZHANG Jianmin, WANG Gang.Pile-soil dynamic interaction analysis considering large post-liquefaction ground deformation[J].Journal of Tsinghua University:Science and Technology, 2004, 44(3):429-432.(in Chinese)
[10]
Ishihara K.Liquefaction and flow failure during earthquake[J].Geotechnique, 1993, 43(3):351-415.
[11]
Uzuoka R, Sento N, Kazama M, et.al.Three-dimentional numerical simulation of earthquake damage to group-piles in a liquefied ground[J].Soil Dynamic and Earthquake Engineering, 2007, 27(5):395-413.