基金项目:江苏省交通科学研究计划项目(04Y046)
作者简介:童立元(1975-),男,安徽淮南人,东南大学讲师,从事高速公路特殊地基理论与设计研究.+86-25-83795005, atmu@seu,edu.cn.
作者单位:童立元(东南大学,交通学院,江苏,南京,210096)
王斌(东南大学,交通学院,江苏,南京,210096)
刘义怀(江苏省高速公路建设指挥部,江苏,南京,210004)
参考文献:
[1]Ishihara K.Liquefaction and flow failure during earthquakes[J].Geotechnique,1993,43(3):351-415.
[2]Abdoun T.Modeling of seismically induced lateral spreading of multi-layered soil and its effect on pile foundations[D].Troy:Rensselaer Polytechnic Institute,1997.
[3]张建民.水平地基液化后大变形对桩基础的影响[J].建筑结构学报,2001,22(5):75-78.Zhang Jian-min.Effect of large horizontal post-liquefaction deformation of level ground on pile foundation[J].Journal of Building Structures,2001,22(5):75-78.(in Chinese)
[4]凌贤长,王丽霞,王东升,等.非自由液化场地地基动力性能大型振动台模型试验研究[J].中国公路学报,2005,18(2):34-39.Ling Xian-zhang,Wang Li-xia,Wang Dong-sheng,et al.Study of large-scale shaking table proportional model test of the dynamic property of foundation in unfreedom ground of liquefaction[J].China Journal of Highway and Transport,2005,18(2):34-39.(in Chinese)
[5]王斌.地震液化大变形预测及其对高速公路工程影响研究[D].南京:东南大学,2005.
[6]王春玲,曹彩芹,黄义.非均质地基非线性地震反应的半解析算法[J].长安大学学报:自然科学版,2005,25(5):43-46.Wang Chun-ling,Cao Cai-qin,Huang Yi.Seimi-analytic method for nonlinear seismic response of vertically non-homogeneous foundations[J].Journal of Chang'an University:Natural Science Edition,2005,25(5):43-46.(in Chinese)
[7]孙宗军.盾构施工与桩基础相互作用的三维力学分析与研究[D].南京:东南大学,2004.
[8]刘健新,张伟,张茜.洛河特大桥抗震性能计算[J].交通运输工程学报,2006,6(1):57-62.Liu Jian-xin,Zhang Wei,Zhang Qian.Anti-seismic performance calculation of Luohe bridge[J].Journal of Traffic and Transportation Engineering,2006,6(1):57-62.(in Chinese)
[9]Dobry R,Abdoun T D,Rourke T,et al.Single pile in lateral spreads:field bending moment evaluation[J].Journal of Geotechnical and Geoenvironmental Engineering,2003,129(10):879-889.
[10]Ramos R.Centrifuge study of bending response of pile foundation to a lateral spread including restraining effect of superstructure[D].Troy:Rensselaer Polytechnic Institute,1999.
[11]黄侨,郑一峰,李光俊.预弯组合梁非线性全过程分析方法[J].中国公路学报,2006,19(4):88-93.Huang Qiao,Zheng Yi-feng,Li Guang-jun.Nonlinear whole-course analysis method of preflex composite beam[J].China Journal of Highway and Transport,2006,19(4):88-93.(in Chinese)
|