| 观音沙大桥桩基等效模拟计算 |
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| 引用本文： | 严定国,林文.观音沙大桥桩基等效模拟计算[J].建筑技术开发,2005,32(2). |
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| 作者姓名： | 严定国 林文 |
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| 作者单位： | 华中科技大学土木工程与力学学院,武汉,430074;湖北交通质量监督站,武汉,430030 |
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| 摘 要： | 通过对带桩基础连续刚构桥的整体分析,基于m法并考虑桩土共同作用,介绍了三种桩基模拟方法,并运用到观音沙大桥实际设计工程中,取得了良好的效果。
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| 关 键 词： | 连续刚构桥 桩基础 m法 等效模拟 |
EQUIVALENT SIMULATION CALCULATION FOR PILE FOUNDATIONS OF GUANYINSHA BRIDGE |
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| Yan Ding-guo Lin Wen.EQUIVALENT SIMULATION CALCULATION FOR PILE FOUNDATIONS OF GUANYINSHA BRIDGE[J].Building Technique Development,2005,32(2). |
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| Authors: | Yan Ding-guo Lin Wen |
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| Affiliation: | Yan Ding-guo Lin Wen |
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| Abstract: | According to the features of the continuous rigid-frame bridge with pile foundations and considering the interaction of pile-soil which is based on the M method,three kinds of equivalent simulation calculation methods for pile foundations are introduced. The three methods are applied in the design of Guanyinsha bridge, which get reasonable results. |
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| Keywords: | Continuous rigid-frame bridge Pile foundations The M method Equivalent simulation |
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