| U型桥台施工期间开裂的成因和防治 |
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| 引用本文： | 何承义,周旭,盛可鉴.U型桥台施工期间开裂的成因和防治[J].黑龙江交通科技,2002,25(6):38-39. |
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| 作者姓名： | 何承义 周旭 盛可鉴 |
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| 作者单位： | 1. 黑龙江工程学院
2. 黑龙江省路桥集团六公司 |
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| 摘 要： | 对施工期间高填方U型桥台在侧墙与前墙接缝处开裂的原因进行了分析 ,且提出了开裂成因和防治办法 ,供设计、施工参考
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| 关 键 词： | U型桥台 承载力 土压力 开裂 维修 加固 |
| 文章编号： | 1008-3383(2002)06-0038-02 |
| 修稿时间： | 2002年3月5日 |
Reasons and prevention of split during construct of U type bridge abutment |
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| HE Cheng-yi,ZHOU Xu,SHENG Ke-jian.Reasons and prevention of split during construct of U type bridge abutment[J].Communications Science and Technology Heilongjiang,2002,25(6):38-39. |
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| Authors: | HE Cheng-yi ZHOU Xu SHENG Ke-jian |
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| Abstract: | The text analyze the reason of split on joint between lateral wall and front wall in high fill U type bridge abutment during construction,and bring forward reasons of split and prevention for consult of design and construction. |
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| Keywords: | U type bridge abutment carrying capacity soil pressure split repair pin up |
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