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DX桩抗拔位移的弹性理论解析解
蒋力 ; 陈轮 ; Jiang Li ; Chen Lun
2010-06-10 ; 2010-06-10
关键词DX桩 抗拔桩 位移 弹性理论 DX pile pullout pile displacement elastic theory TU473.1
其他题名ANALYTICAL SOLUTION FOR THE LOAD-DISPLACEMENT RELATIONSHIP OF PULLOUT DX PILE BASED ON ELASTIC THEORY
中文摘要通过将反映桩基荷载传递机理的“套叠”式桩周土变形模式与弹性理论相结合,推导了桩身带有承力盘DX抗拔桩的荷载-位移关系的解析解。该解析解可反映桩的变形以及桩周土模量随深度变化等因素的影响,且计算较为简便。通过有限元数值模拟对计算模式可能引起的误差进行分析并以DX抗拔桩现场试验结果进行了验证,表明给出的解析解可较好地反映DX抗拔桩在工作状态下的荷载-位移关系,可为DX抗拔桩的工程设计提供参考。; Based on the elastic theory and the overlapped-form strain mode of the soil surrounding a pile,an analytical solution for the load-displacement relationship of cast-in-situ DX pile is presented.The proposed solution can reflect the influence of the deformation of pile and non-homogeneity of soils′ modulus along the depth in load-displacement relationship.The comparison with FEM analysis and full-scale test results showed that the analytical solution can well predict the displacement of pullout DX pile.The solution is simple and convenient,and can be used as a practical reference to the design of pullout DX pile.
语种中文 ; 中文
内容类型期刊论文
源URL[http://hdl.handle.net/123456789/59529]  
专题清华大学
推荐引用方式
GB/T 7714
蒋力,陈轮,Jiang Li,等. DX桩抗拔位移的弹性理论解析解[J],2010, 2010.
APA 蒋力,陈轮,Jiang Li,&Chen Lun.(2010).DX桩抗拔位移的弹性理论解析解..
MLA 蒋力,et al."DX桩抗拔位移的弹性理论解析解".(2010).
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