| 强夯法处理湿陷性黄土路基施工研究 |
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| 引用本文： | 冯利.强夯法处理湿陷性黄土路基施工研究[J].山西科技,2006(2):117-119. |
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| 作者姓名： | 冯利 |
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| 作者单位： | 中铁十二局永咸项目部 |
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| 摘 要： | 文章对采用强夯法处理永咸高速公路湿陷性黄土路基过程中,有关单点夯能和有效加固深度、最佳夯击能和夯击次数、夯击遍数和时间间隔、夯点距及点布置等强夯参数进行了实验研究,并对实际施工进行了总结。
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| 关 键 词： | 高速公路 湿陷性黄土路基 强夯参数 试验研究 施工 |
| 文章编号： | 1004-6429(2006)02-0117-03 |
| 收稿时间： | 2006-02-13 |
| 修稿时间： | 2006年2月13日 |
A Study of the Treatment of Wet and Sinking Loess Roadbeds by Power Tamping |
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| Feng Li.A Study of the Treatment of Wet and Sinking Loess Roadbeds by Power Tamping[J].Shanxi Science and Technology,2006(2):117-119. |
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| Authors: | Feng Li |
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| Abstract: | In treating the wet and sinking loess roadbeds in Yong-Cheng Expressway by power tamping,the author has made some experiments and studied the power tamping parameters such as one-point tamping force and effective consolidating depth,best tamping force and times,tamping times and intervals,the distance and arrangement of tamping points,and made a summary of the actual construction. |
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| Keywords: | expressway wet and sinking loess roadbeds power tamping parameters experiment and study construction |
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