| 抗拔桩设计方法 |
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| 引用本文： | 李垚,李峰.抗拔桩设计方法[J].中国煤田地质,2003,15(1):48-50. |
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| 作者姓名： | 李垚 李峰 |
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| 作者单位： | 淮南职业技术学院 安徽淮南232001
(李篧)，北京宏福建工开发有限公司 北京10229(李峰) |
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| 摘 要： | 当地下水位较高时,地下车库等附属建筑物不得不对抗浮问题进行考虑,抗拔桩被越来越多的应用于工程中。依据工程实例对抗拔桩设计荷载条件、抗浮桩单桩承载力设计、抗浮桩桩身结构设计、群桩地基整体稳定性、单位面积抗浮力、抗拔桩抗裂分别进行了阐述,以及抗拔桩设计中应考虑的问题进行了论述。
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| 关 键 词： | 抗拔桩设计 荷载条件 单桩承载力 稳定性验算 |
| 文章编号： | 1004-9177(2003)01-0048-03 |
| 修稿时间： | 2002年8月30日 |
Design Method of Pulling Resistance Pile |
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| LI Yao ,LI Feng.Design Method of Pulling Resistance Pile[J].Coal Geology of China,2003,15(1):48-50. |
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| Authors: | LI Yao LI Feng |
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| Institution: | LI Yao 1,LI Feng 2 |
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| Abstract: | If there are higher water level of ground water,must consider that problem of floatage resistance with relation to sub-sidiary building such as under ground garage etc.,so more and more pulling resistance pile were used in the engineering.Accord-ing to engineering example,the load condition of pulling resistance pile design,pile capacity design of floatage resistance pile,pile body texture design of floatage resistance pile,monolithic stability of grouped piles foundation,floatage resistance per unit area,crack resistance of pulling resistance pile,and some problems ought to consider in the design of pulling resistance pile have been expounded or reviewed in the paper. |
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| Keywords: | design of pulling resistance pile load condition pile capacity checking computations of stability |
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