| 双排抗滑桩在边坡中受力分析与计算的探讨 |
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| 引用本文： | 范斌,廖维敏.双排抗滑桩在边坡中受力分析与计算的探讨[J].山西建筑,2011,37(2):57-58. |
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| 作者姓名： | 范斌 廖维敏 |
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| 作者单位： | 1. 中煤国际工程集团重庆设计研究院,重庆,400016
2. 西南大学园艺园林学院,重庆,400716 |
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| 摘 要： | 对边坡中双排抗滑桩的受力进行了总结，同时分析了桩布置和排距对双排桩内力的影响，根据其受力特点，归纳了双排桩的计算模式和布置方式，并根据具体实例探讨了计算模式的可行性。
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| 关 键 词： | 双排桩 边坡 计算模式 |
Exploration on the force analysis and computation of double row anti-slide piles in slope |
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| FAN Bin,LIAO Wei-min.Exploration on the force analysis and computation of double row anti-slide piles in slope[J].Shanxi Architecture,2011,37(2):57-58. |
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| Authors: | FAN Bin LIAO Wei-min |
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| Affiliation: | FAN Bin LIAO Wei-min |
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| Abstract: | This thesis summarizes the stress of double row anti-slide piles in slope.Simulaneously analyzes the impacts of piles setting and row pace on the capacity of double row piles.According to its characteristics,it concludes computational model and layout method of double row piles.According to specific cases,it explores the feasibility of the computational model. |
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| Keywords: | double row piles slope computational model |
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