| 强夯法处治桥头台背路堤探讨 |
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| 引用本文： | 伍亮.强夯法处治桥头台背路堤探讨[J].交通标准化,2014(6):63-64,68. |
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| 作者姓名： | 伍亮 |
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| 作者单位： | 中建新疆建工路桥工程有限公司; |
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| 摘 要： | 为处治桥头台背路堤，以避免桥头跳车现象的发生，应用夯击能的传递机理，采用强夯法加固台背路堤，桥头台背路堤质量得到大大提高。经过对多种方法的试验和评价，证明强夯法处治桥头台背路堤是目前为止相对较好的解决办法。
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| 关 键 词： | 强夯法 桥头台背 路堤 加固 |
Dynamic Compaction Method in Treatment of Bridgehead Abutment Back Embankment |
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| WU Liang.Dynamic Compaction Method in Treatment of Bridgehead Abutment Back Embankment[J].Communications Standardization,2014(6):63-64,68. |
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| Authors: | WU Liang |
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| Institution: | WU Liang (CSCEC Xinjiang Construction ＆ Engineering Road and Bridge Engineering Co., Ltd., Urumqi 830021, China) |
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| Abstract: | For the treatment of bridgehead abutment back embankment to avoid bumping at bridgehead, the paper applies transfer mechanism of tamping energy, adopts the dynamic compaction method in reinforcement of the abutment back embankment. The results show that the quality of bridgehead abutment back has been greatly improved. After testing and evaluation of a variety of measures, it proves that dynamic compaction is a relatively better solution in treatment of bridgehead abutment back embankment. |
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| Keywords: | dynamic compaction method bridgehead abutment back embankment reinforcement |
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