| 单排抗滑桩的合理桩间距 |
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| 引用本文： | 肖世卫,刘成宇.单排抗滑桩的合理桩间距[J].西南交通大学学报,1993,6(3):64-69. |
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| 作者姓名： | 肖世卫 刘成宇 |
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| 作者单位： | 西南交通大学岩土工程研究所，西南交通大学岩土工程研究所 |
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| 摘 要： | 本文在综合分析目前国内外抗滑桩极限承载力计算方法的基础上，采用以极限分析
中的上限方法按空间间题分析求得的抗滑桩的极限承载力及其与桩间距的关系，根
据目前抗滑桩设计中计算土体下滑力的方法，结合算例给出了单排抗滑桩最合理桩
间距的确定方法.
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| 关 键 词： | 抗滑桩 桩间距 |
The Rational Distance of Anti-Slide Pikes in One Row |
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| Xiao Shiwei,Liu Chengyu Res. Inst. of Geotechnical Eng..The Rational Distance of Anti-Slide Pikes in One Row[J].Journal of Southwest Jiaotong University,1993,6(3):64-69. |
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| Authors: | Xiao Shiwei Liu Chengyu Res Inst of Geotechnical Eng |
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| Institution: | Xiao Shiwei;Liu Chengyu Res. Inst. of Geotechnical Eng. |
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| Abstract: | On the basis of comprehensive analysis on methods for caculating the ultimate bearing capacity of anti-slide piles, the authors emoloy a new procedure which is derived from plasticity theory, treating the problem as a three-dimensional one, and taking account of the effect of pile distance to caculate the capacity of auti-slide piles. Combining the results obtained with the existing method for calculating slide forces, the authors propose a method for determining the most rational distance of auti-slide piles in one row. |
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| Keywords: | auti-slide piles pile distance |
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