| 挤密碎石桩处理公路可液化地基的应用研究 |
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| 引用本文： | 李治平. 挤密碎石桩处理公路可液化地基的应用研究[J]. 筑路机械与施工机械化, 2007, 24(10): 57-58 |
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| 作者姓名： | 李治平 |
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| 作者单位： | 长安大学,公路学院,陕西,西安,710064 |
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| 摘 要： | 以某公路为例,从处治方案设计、施工控制、处理效果检测与分析等几个方面对挤密碎石桩应用于处理公路可液化地基的可行性和有效性进行了探讨。实践得出:通过采用挤密碎石桩对公路液化地基进行处理,消除了液化地基的危害,提高了液化地基的承载力。
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| 关 键 词： | 挤密碎石桩 液化地基 承载力 标准贯入试验 |
| 文章编号： | 1000-033X（2007）10-0057-02 |
| 修稿时间： | 2006-12-10 |
Application Research on Highway Liquefaction Foundation Using Gravel Compaction Pile Treatment |
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| LI Zhi-ping. Application Research on Highway Liquefaction Foundation Using Gravel Compaction Pile Treatment[J]. Road Machinery & Construction Mechanization, 2007, 24(10): 57-58 |
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| Authors: | LI Zhi-ping |
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| Abstract: | The feasibility and effectiveness of gravel compaction pile in treatment of highway liquefaction foundation are discussed from some aspects such as scheme design, construction control, effects measure and analysis, etc. According to the practice, the method can avoid the harmfulness of liquefaction foundation, and increase the bearing capacity of foundation. |
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| Keywords: | gravel compaction pile liquefaction foundation bearing capacity standard pouring test |
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