| 土钉墙的设计与计算分析 |
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| 引用本文： | 高浪,谢康和,潘秋元.土钉墙的设计与计算分析[J].工业建筑,1999,29(9):16-20. |
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| 作者姓名： | 高浪 谢康和 潘秋元 |
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| 作者单位： | 浙江大学岩土工程研究所,杭州,310027 |
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| 摘 要： | 采用Bishop法的计算假定,提出了一种土钉墙的设计计算方法,在此基础上用FORTRAN语言编制了可考虑土的成层性、土钉的长度、间距、土体的粘聚力、内摩擦角和地下水位变化等因素影响的计算程序,并分析了各种因素对土钉墙稳定性的影响。
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| 关 键 词： | 土钉墙 圆弧滑动法 稳定性分析 |
| 修稿时间： | 1999-04-05 |
DESIGN AND ANALYSIS ON SOIL NAILING WALL |
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| Gao Lang,Xie Kanghe,Pan Qiuyuan.DESIGN AND ANALYSIS ON SOIL NAILING WALL[J].Industrial Construction,1999,29(9):16-20. |
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| Authors: | Gao Lang Xie Kanghe Pan Qiuyuan |
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| Affiliation: | Geotechnique Engineering Institute of Zhejiang University Hangzhou 310027 |
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| Abstract: | A design method for soil nailing is presented in this paper based on calculating presumption in Bishop method A relevant computer program in fortran language is designed with respect to the influencing factors as follows :layers of soil length and distante of nails,soil cohension,friction angle and Charge of water table,in which some factors of influencing the soil nailing stability are analyzed |
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| Keywords: | soil nailing wall circular sliding method stability analysis |
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