| 深基坑双排灌注桩支护结构分析方法 |
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| 引用本文： | 吴海玲,张锡增,吴增海,沙同举. 深基坑双排灌注桩支护结构分析方法[J]. 济南大学学报(自然科学版), 2003, 17(2): 138-141 |
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| 作者姓名： | 吴海玲 张锡增 吴增海 沙同举 |
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| 作者单位： | 济宁市建工建筑有限公司,山东,济宁,272011;济南大学土建学院,山东,济南,250022 |
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| 摘 要： | 深基坑双排灌注桩支护具有施工简便、刚度大、支护高度大等优点 ,目前尚无成熟的计算理论和方法 ,依据近年来的工程设计施工实践 ,提出一套设计分析方法 ,供类似工程设计施工时参考
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| 关 键 词： | 双排桩支护 土压力 刚架 |
| 文章编号： | 1671-3559(2003)02-0138-04 |
| 修稿时间： | 2003-02-20 |
The Analytial Method of Strut Structure on Two Rows of Cast-in-place Piles of Deep Foundation Ditch |
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| Wu Hailing ,Zhang Xizeng ,Wu Zenghai ,Sha Tongju. The Analytial Method of Strut Structure on Two Rows of Cast-in-place Piles of Deep Foundation Ditch[J]. Journal of Jinan University(Science & Technology), 2003, 17(2): 138-141 |
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| Authors: | Wu Hailing Zhang Xizeng Wu Zenghai Sha Tongju |
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| Affiliation: | Wu Hailing 1,Zhang Xizeng 2,Wu Zenghai 1,Sha Tongju 1 |
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| Abstract: | The strut structure on two rows of cast-in-place such as easy construction,large rigidity,high strut height and so on.Up to present,there is not any good mathematical calculating theory and method yet.According to author's design and construction of late years,this paper gave the analytical mezhod of strut structure. |
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| Keywords: | two rows of strut piles soilpressure rigid frame |
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