| 某粘土边坡稳定性分析及支护设计 |
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| 引用本文： | 丁坚平,周小义,谭庆州,周丕康.某粘土边坡稳定性分析及支护设计[J].贵州工业大学学报(自然科学版),2004,33(4):84-87. |
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| 作者姓名： | 丁坚平 周小义 谭庆州 周丕康 |
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| 作者单位： | 贵州工业大学,资源与环境学院,贵州,贵阳,550003 |
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| 摘 要： | 某办公楼场地北面垂直开挖的土质边坡高5．0—13．5m，需做永久性支护。通过现场勘察、室内试验的信息采集、稳定性分析及支护方案的比较认为，锚杆挡墙是该边坡最合理和经济的支护方案，已被建设方和质检部门采用和实施。
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| 关 键 词： | 土质边坡 稳定性分析 支护设计 锚杆挡墙 |
| 文章编号： | 1009-0193(2004)04-0084-04 |
| 修稿时间： | 2003年12月21 |
Supporting Design and Stability Analysis for Clay Slope |
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| DING Jian-ping,ZHOU Xiao-yi,TAN Qing-zhou,ZHOU Pi-kang.Supporting Design and Stability Analysis for Clay Slope[J].Journal of Guizhou University of Technology(Natural Science Edition),2004,33(4):84-87. |
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| Authors: | DING Jian-ping ZHOU Xiao-yi TAN Qing-zhou ZHOU Pi-kang |
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| Abstract: | The north vertical cut slope in an office building field (height:13.5m) must be supported permanently.Based on the stability analysis of the slope,field investigation,lab tests and the comparisons among several support schemes,it was tested that anchor retaining wall is the most reasonable and economical support scheme.Now it is adopted by the construction department,and applied. |
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| Keywords: | clay slope stability analysis support design anchor retaining wall |
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