| 锚杆静压桩施工产生的附加沉降问题初探 |
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| 引用本文： | 刘万兴,张璞. 锚杆静压桩施工产生的附加沉降问题初探[J]. 岩土力学, 2000, 21(1): 88-91 |
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| 作者姓名： | 刘万兴 张璞 |
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| 作者单位： | 同济大学 地下建筑与工程系, 上海 200092 |
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| 摘 要： | ![]()
根据锚杆静压桩沉桩时桩周土体的受力模式, 对附加沉降产生的原因进行了分析, 提出了附加沉降的计算公式, 并进行了实例计算与分析。
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| 关 键 词： | 锚杆静压桩 附加沉降 挤土效应 |
| 收稿时间： | 1999-02-12 |
| 修稿时间： | 1999-02-12 |
Preliminary discussion of additional settlement due to static driving pile using anchored piles |
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| Liu Wanxing,Zhang Pu. Preliminary discussion of additional settlement due to static driving pile using anchored piles[J]. Rock and Soil Mechanics, 2000, 21(1): 88-91 |
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| Authors: | Liu Wanxing Zhang Pu |
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| Affiliation: | Department of Geotechnical Engineering, Tongji University, Shanghai 200092 , China |
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| Abstract: | ![]()
According to the mechanics model of soils around pilewhile static driving pile, the cause of additional settlement is approached from differentangles in this paper. Relevant calculation formulae are also presented. In addition, anexample is calculated by them and the results are proved to be reliable and reasonablecompared with the practical case history. |
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| Keywords: | anchoring pressure pile additional settlement extruding effect |
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