| 静压预应力管桩施工的挤土效应及预防措施 |
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| 引用本文： | 林顺康,林昌勤,谢正宇. 静压预应力管桩施工的挤土效应及预防措施[J]. 山西建筑, 2005, 31(18): 105-106 |
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| 作者姓名： | 林顺康 林昌勤 谢正宇 |
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| 作者单位： | 台州市中心医院基建处 |
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| 摘 要： | 结合台州市中心医院二期病房楼桩基工程施工实践，阐述了采取控制布桩密度、沉桩速率、开挖防振沟和应力释放孔等有效的预防措施，挤土效应得到了有效控制。
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| 关 键 词： | 基础工程 预应力管桩 挤土效应 |
| 文章编号： | 1009-6825(2005)18-0105-02 |
| 修稿时间： | 2005-05-28 |
Soil compaction effect in static pressing prestressed pipe pile construction and preventive measures |
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| LIN Shun-kang,LIN Chang-qin,XIE Zheng-yu. Soil compaction effect in static pressing prestressed pipe pile construction and preventive measures[J]. Shanxi Architecture, 2005, 31(18): 105-106 |
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| Authors: | LIN Shun-kang LIN Chang-qin XIE Zheng-yu |
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| Affiliation: | LIN Shun-kang LIN Chang-qin XIE Zheng-yu |
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| Abstract: | Taking the pile foundation work in Taizhou central hospital as example, according to the soil compaction problems encountered in static pressing prestressed pipe pile construction effective measures are proposed from pile density control, pile sinking control, adding holes to relax stress and other aspects to eliminate compaction effects. |
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| Keywords: | foundation work prestressed pipe pile soil compaction effect |
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