| 桩-承台固接和水流作用下桩身位移应力解 |
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| 引用本文： | 曾宪濂.桩-承台固接和水流作用下桩身位移应力解[J].莆田高等专科学校学报,2010(2):82-85. |
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| 作者姓名： | 曾宪濂 |
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| 作者单位： | 莆田市市政建设工程公司,福建莆田351100 |
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| 摘 要： | 考虑水流等作用建立桩．承台固端连接的高承台桩基础力学模型，分析并列出模型的边界条件和连续性条件，对力学模型进行求解得到问题的解析解答。结合工程算例，对文中的解答进行工程应用验证，对高承台桩在水平荷载作用下的水平位移和基于上述解答桩体内力分布计算结果进行分析。
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| 关 键 词： | 高承台桩 固端连接 连续性条件 解析解 |
Theortical Solution of Displacement and Stress of a High-rise Pile Considering Current Drag and Fixed End Connection between Pile and Cushion Cap |
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| ZENG Xian-lian.Theortical Solution of Displacement and Stress of a High-rise Pile Considering Current Drag and Fixed End Connection between Pile and Cushion Cap[J].Journal of Putian College,2010(2):82-85. |
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| Authors: | ZENG Xian-lian |
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| Institution: | ZENG Xian-lian (Putian Municipal Construction Engineering Corporation, Putian Fujian 351100, China ) |
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| Abstract: | First, mechanical model is established for a high-rise pile that assumes pile and cushion cap are of fixed end connection. Then, boundary and continuous conditions between the two parts are analyzed and listed. Last, verification and analysis is carded out based on an engineering example for the theoretical results obtained in this paper. |
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| Keywords: | a high-rise pile fixed end connection continuous conditions theoretical results |
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