| 筏形基础一地基共同作用非线性数值分析 |
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| 引用本文： | 杜永峰 兰倩 李慧 狄生奎. 筏形基础一地基共同作用非线性数值分析[J]. 兰州理工大学学报, 2005, 31(1): 107-110 |
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| 作者姓名： | 杜永峰 兰倩 李慧 狄生奎 |
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| 作者单位： | 兰州理工大学土木工程学院 甘肃兰州730050(杜永峰，兰倩，李慧)，兰州理工大学土木工程学院 甘肃兰州730050(狄生奎) |
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| 基金项目： | 甘肃省科技攻关项目(GS022 A52 063) |
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| 摘 要： | 结合大型有限元软件ANSYS，建立了筏形基础一地基相互作用体系的全三维有限元模型．考虑土体的弹塑性性质，模拟基础和地基交界面上的状态非线性，采用中厚板理论分析筏板，对筏形基础的受力进行了非线性数值分析．结果表明，考虑地基非线性特性时，地基反力及基础沉降的计算结果更接近实际．
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| 关 键 词： | 筏形基础 共同作用 弹塑性 非线性数值分析 |
| 文章编号： | 1000-5889(2005)01-0107-04 |
| 修稿时间： | 2004-03-22 |
Non-linear numerical analysis of interaction between raft foundation and groundwork soil |
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| DU Yong-feng,LAN Qian,LI Hui,DI Sheng-kui. Non-linear numerical analysis of interaction between raft foundation and groundwork soil[J]. Journal of Lanzhou University of Technology, 2005, 31(1): 107-110 |
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| Authors: | DU Yong-feng LAN Qian LI Hui DI Sheng-kui |
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| Abstract: | Using general-purpose finite element program ANSYS,a three-dimensional finite element model of interaction between raft foundation and groundwork soil is established.Considering elastoplastic property of the soil and simulating the nonlinearity condition of soil-foundation interface,non-linear numerical analysis is performed based on the medium-thick plate theory.The computation results show that the subgrade reaction and foundation settlement are coincident with test data. |
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| Keywords: | raft foundation interaction elastoplasticity non-linear numeric analysis |
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