| 挤扩支盘桩单桩竖向承载力研究 |
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| 引用本文： | 詹京 王尔钢. 挤扩支盘桩单桩竖向承载力研究[J]. 天津建设科技, 1998, 8(4): 10-12 |
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| 作者姓名： | 詹京 王尔钢 |
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| 作者单位： | 天津市高等院校建筑设计院(詹京)，天津市高等院校建筑设计院(王尔钢) |
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| 摘 要： | 挤扩支盘桩是在普通混凝土钻孔桩的基础上衍生出来的一种新型桩基型式。它与普通混凝土灌注桩相比，承载力有显著提高，具有显著的效益和经济效益。
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| 关 键 词： | 挤扩支盘桩 承载力 经济效益 |
Reserch on Bearing Capacity of single compaction pile with Expanded Branches and plates Subjected to Vertical Loads |
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| Zhan Jing Wang Ergang. Reserch on Bearing Capacity of single compaction pile with Expanded Branches and plates Subjected to Vertical Loads[J]. Tianjin Construction Science and Technology, 1998, 8(4): 10-12 |
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| Authors: | Zhan Jing Wang Ergang |
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| Affiliation: | Building Design Office of Universities and Institute in Tianjin |
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| Abstract: | Compaction piles with expanded branches and plates is a new type of pile foundation developed from nonnal bored pile. By comparison, the bearing ceepality of this new pile is apparently higher than that of normal one, and its economical efficiency is obviously high |
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| Keywords: | new technigue Pile with expanded branches and plattes economical profit |
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