地震地基液化大变形对桥梁桩基危害性三维数值分析
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摘要
为研究地震地基液化大变形对桥梁桩基的危害性,建立了含液化层的二层与三层土体系计算模型,考虑桩土共同作用的非线性关系,利用FLAC-3D有限差分软件对液化侧扩地基中的单桩、群桩进行了动力有限差分分析,探讨了地基液化大变形条件下桩基位移与内力变化分布规律。分析结果表明:二层与三层土体中,液化土层和非液化土层交界面处产生的桩身弯矩极值是控制桩身破坏的关键因素,液化土层本身对桩身弯矩的影响很小;桩帽对桩顶的侧移有一定制约作用,但对桩身弯矩极值的影响不显著;群桩中上坡桩与下坡桩的侧向位移与桩身弯矩分布模式相似,但上坡桩发生的侧向位移和桩身弯矩要略大于下坡桩情况。
In order to study large subsoil liquefaction distortion influence resulted from earthquake on bridge pile foundation,typical computation models in two and three soil layers were set up,the interaction nonlinearity relation between pile and soil was analyzed,the dynamic finite difference analysis of single pile and group piles was carried out by using FLAC-3D,and the characteristics of displacement and inner force of pile foundation were studied in detail. Analysis result shows that the bending moment extremum at the interface between liquefaction layer and non-liquefaction layer controls the failure of pile in the two and three soil layers,liquefaction layer has little effect on the bending moment of pile;the pile cap limits pile lateral displacement to a certain extent,and has little effect on its bending moment extremum;according to group piles,the lateral displacement and the bending moment distribution of upgrade pile are similar to that of downgrade pile,but the values of upgrade pile are larger.3 tabs,8 figs,11 refs.
In order to study large subsoil liquefaction distortion influence resulted from earthquake on bridge pile foundation,typical computation models in two and three soil layers were set up,the interaction nonlinearity relation between pile and soil was analyzed,the dynamic finite difference analysis of single pile and group piles was carried out by using FLAC-3D,and the characteristics of displacement and inner force of pile foundation were studied in detail. Analysis result shows that the bending moment extremum at the interface between liquefaction layer and non-liquefaction layer controls the failure of pile in the two and three soil layers,liquefaction layer has little effect on the bending moment of pile;the pile cap limits pile lateral displacement to a certain extent,and has little effect on its bending moment extremum;according to group piles,the lateral displacement and the bending moment distribution of upgrade pile are similar to that of downgrade pile,but the values of upgrade pile are larger.3 tabs,8 figs,11 refs.
引文
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[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 perform-ance calculation of Luohe bridge[J].Journal of Traffic andTransportation Engineering,2006,6(1):57-62.(in Chinese)
[9]Dobry R,Abdoun T D,Rourke T,et al.Single pileinlateralspreads:field bending moment evaluation[J].Journal ofGeotechnical and Geoenvironmental Engineering,2003,129(10):879-889.
[10]Ramos R.Centrifuge study of bending response of pile foun-dation to a lateral spreadincluding restraining effect of super-structure[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.Nonlinearwhole-course analysis method of preflex composite beam[J].China Journal of Highway and Transport,2006,19(4):88-93.(in Chinese)
[2]Abdoun T.Modeling of seismically induced lateral spreadingof 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-liquefactiondeformation of level ground on pile foundation[J].Journal ofBuilding 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 ofthe dynamic property of foundation in unfreedom ground ofliquefaction[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.Sei mi-analytic methodfor nonlinear seismic response of vertically non-homogeneousfoundations[J].Journal of Chang an University:Natural ScienceEdition,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 perform-ance calculation of Luohe bridge[J].Journal of Traffic andTransportation Engineering,2006,6(1):57-62.(in Chinese)
[9]Dobry R,Abdoun T D,Rourke T,et al.Single pileinlateralspreads:field bending moment evaluation[J].Journal ofGeotechnical and Geoenvironmental Engineering,2003,129(10):879-889.
[10]Ramos R.Centrifuge study of bending response of pile foun-dation to a lateral spreadincluding restraining effect of super-structure[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.Nonlinearwhole-course analysis method of preflex composite beam[J].China Journal of Highway and Transport,2006,19(4):88-93.(in Chinese)
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