| 振动沉管挤密砾石桩在软弱化盐渍土中的应用 |
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| 引用本文： | 韩志强,包卫星.振动沉管挤密砾石桩在软弱化盐渍土中的应用[J].交通标准化,2011(12):74-78. |
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| 作者姓名： | 韩志强 包卫星 |
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| 作者单位： | 1. 新疆交通科学研究院,新疆乌鲁木齐,830001
2. 新疆交通建设管理局,新疆乌鲁木齐,830049 |
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| 摘 要： | 经振动沉管挤密砾石桩法处理后的软弱化盐渍土地基,其复合地基承载力提高到200kPa以上,地基承载力明显提高,满足设计需要,振动沉管挤密砾石桩法是处理软弱化盐渍土地基行之有效的方法。
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| 关 键 词： | 道路工程 盐渍土 砾石桩 载荷试验 |
Application of Vibration Compaction Gravel Pile in Soft Soil |
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| HAN Zhi-qiang,BAO Wei-xing.Application of Vibration Compaction Gravel Pile in Soft Soil[J].Communications Standardization,2011(12):74-78. |
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| Authors: | HAN Zhi-qiang BAO Wei-xing |
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| Institution: | HAN Zhi-qiang1,BAO Wei-xing2(1.Xinjiang Institute of Transportation,Urumchi 830049,China,2.Xinjiang Traffic Construction Management Bureau,China) |
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| Abstract: | The composite increased to 200kPa on the foundation bearing capacity after the gravel pile in the soft soil.The foundation bearing capacity markedly improved and to meet the design requirements.The vibration gravel compaction pile method to deal with weakness is an effective method. |
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| Keywords: | road engineering saline soil ravel pile load test |
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