| 基坑复合支护结构变形机理分析 |
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| 引用本文： | 宋春雨,秦庆娟. 基坑复合支护结构变形机理分析[J]. 上海交通大学学报(农业科学版), 2000, 18(1): 27-35 |
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| 作者姓名： | 宋春雨 秦庆娟 |
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| 作者单位： | 1. 上海交通大学,农村工程系,上海,201101
2. 上海市闵行区排灌管理所,上海,201100 |
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| 摘 要： | 本文从水泥土的抗剪强度出发，通过有限单元法，结合实际工程，对基坑复合支护结构的变形机理进行分析，给出复合支护结构的设计建议。
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| 关 键 词： | 基坑；复合支护结构；水泥土；帷幕；有限元 |
| 文章编号： | 1000-193X(2000)-01-0027-09 |
| 修稿时间： | 1999-12-07 |
Analysis for the deflection of composite braced structure in excavation |
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| SONG Chun-yu,QIN Qing-juan. Analysis for the deflection of composite braced structure in excavation[J]. Journal of Shanghai Jiaotong University (Agricultural Science), 2000, 18(1): 27-35 |
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| Authors: | SONG Chun-yu QIN Qing-juan |
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| Affiliation: | SONG Chun-yu;(Dept.of Rural Engineering, Shanghai Jiaotong Univ.,Shanghai 201101,China);QIN Qing-juan;(Minhang District Administrative Institute of Drainage and Irrigation Engineering, shanghai 2001100,China) |
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| Abstract: | In this paper,on the basis of the sliding strength of cement-soil,the finite element method is used to analyze the deflection of composite braced structure in excavation by means of an engineering project.Advices for the design of composite braced structure in excavation are given. |
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| Keywords: | excavation composite braced structure cement-soil curtain finite element |
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