| 倾斜荷载下桥梁桩基的计算与试验研究 |
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| 引用本文： | 赵明华,侯运秋,单远铭.倾斜荷载下桥梁桩基的计算与试验研究[J].湖南大学学报(自然科学版),1999,26(2):86-91. |
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| 作者姓名： | 赵明华 侯运秋 单远铭 |
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| 作者单位： | [1]湖南大学土木工程系 [2]湖南省高速公路建设开发总公司 |
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| 摘 要： | 在“ｍ”法或“ｃ”法基础上，给出了桥梁桩基在倾斜荷载作用下的内力及位移分析解，该解答计算简单，使用方便，可充分利用现有“ｍ”法或“ｃ”法的计算公式及参数图表。室内铝管模型桩试验及国外已有试验资料均表明，理论计算与实测值吻合良好。
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| 关 键 词： | 桩基础 倾斜荷载 计算 模型试验 桥梁 |
| 修稿时间： | 1998-10-21 |
Calculation and Model Test Study on the Bridge Piles under Inclined Loads |
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| Zhao Minghua,Hou Yunqiu,Shan Yuanming.Calculation and Model Test Study on the Bridge Piles under Inclined Loads[J].Journal of Hunan University(Naturnal Science),1999,26(2):86-91. |
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| Authors: | Zhao Minghua Hou Yunqiu Shan Yuanming |
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| Abstract: | Based on the current m/c method hypothesis,an analytical solution to deflection and internal force of bridge piles under inclined loads is presented.Which can be used conveniently by the current m/c method calculating formulae and the results of both model tests with aluminum hollow pipes in homogeneous sand and abroad model pile tests show that the theoretical values agree well with the measured ones. |
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| Keywords: | pile fundation inclined loads design model tests |
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