| 入土深度对围护结构水平位移的影响 |
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| 引用本文： | 陶月长,吴泽力.入土深度对围护结构水平位移的影响[J].河北工程大学学报,2015,32(3):38-41. |
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| 作者姓名： | 陶月长 吴泽力 |
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| 作者单位： | 河海大学 土木与交通学院, 江苏 南京 210098;河海大学 土木与交通学院, 江苏 南京 210098 |
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| 摘 要： | 通过实际监测数据与有限元软件的模拟结果的对比分析,观察围护结构水平方向的规律。利用有限元软件模拟不同地下连续墙的入土深度对围护结构水平位移的影响。结果表明:地下连续墙的顶部水平位移,最大水平位移以及底部水平位移随着不同地下连续墙的入土深度形成的变化曲线均可用数学模型y=a/x+b来模拟。
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| 关 键 词： | 地铁基坑 入土深度 围护结构 水平位移 |
| 收稿时间： | 2014/12/30 0:00:00 |
The influence of buried depth on the horizontal displacement of retaining structures |
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| Authors: | TAO Yue-chang and WU Ze-li |
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| Affiliation: | College of Civil Engineering and Transporation, Hohai University, Jiangsu Nanjing 210098, China;College of Civil Engineering and Transporation, Hohai University, Jiangsu Nanjing 210098, China |
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| Abstract: | he law of the retaining structure were observed through the actual monitoring data and the results of the finite element software simulation contrast analysis. The effect different capacity of the underground continuous wall of on the horizontal displacement of retaining structures was simulated by using finite element software. Top horizontal displacement of the underground continuous wall at the bottom of the maximum horizontal displacement and horizontal displacement with different embedded depth of underground continuous wall formation change curve are available mathematical model y=a/x+b to simulate. |
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| Keywords: | the subway foundation pit embedded depth retaining structures horizontal displacement |
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