| 咬合桩咬合面受力分析 |
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| 引用本文： | 王飞,王娟.咬合桩咬合面受力分析[J].江苏建筑,2011(1):79-80. |
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| 作者姓名： | 王飞 王娟 |
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| 作者单位： | 陕西铁路工程职业技术学院,陕西渭南,714000 |
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| 摘 要： | 目前,咬合桩在国内的基坑围护中得到了广泛的应用,但对咬合桩的研究主要还是侧重于施工方法和质量控制方面,文章从力学角度对咬合桩咬合面的抗剪强度进行了分析,知道咬合桩咬合面不会先于素桩桩身破坏.
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| 关 键 词： | 咬合桩 抗剪强度 刚桩 素桩 |
Force Analysis of Secant Piles Occlusal Surfaces |
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| WANG Fei,WANG Juan.Force Analysis of Secant Piles Occlusal Surfaces[J].Jiangsu Construction,2011(1):79-80. |
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| Authors: | WANG Fei WANG Juan |
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| Affiliation: | (Shaanxi Railway Institute; Weinan Shanxi 714000 China); |
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| Abstract: | At present,secant piles has been widely applied to bracing of foundation pit in the country,but the study is focused on construction method and quality control,shear strength of secant piles occlusal surfaces are analyzed by mechanicl method,this paper draws a conclusion that the damage of concrete pile is sooner than the damage of secant piles occlusal surfaces. |
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| Keywords: | secant-piles shear strength rigid-pile concrete-pile |
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