| 天峨县小河口至六好桥段边坡防护设计方案 |
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| 引用本文： | 李宪,刘学章.天峨县小河口至六好桥段边坡防护设计方案[J].广西水利水电,2011(1):29-31. |
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| 作者姓名： | 李宪 刘学章 |
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| 作者单位： | 广西电力工业勘察设计研究院,广西,南宁530023 |
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| 摘 要： | 天峨县小河口至六好桥段边坡位于天峨县城区内,曾多次发生滑动。通过对该段边坡的滑动机理进行分析,利用理正软件中的边坡稳定分析模块,采用瑞典条分法计算得到边坡稳定系数。根据得到的边坡稳定系数选择抗滑桩防护方案对边坡进行了加固处理。因该段边坡位于城区内,应考虑一定的景观要求,因而该段边坡防护设计中布设了景观人行道、排水涵管等辅助设施。
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| 关 键 词： | 边坡 稳定系数 抗滑桩 |
Design of slope protection from Xiao He Kou to Liu Hao Qiao of Tiane County |
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| Li Xian,Liu Xue-zhang.Design of slope protection from Xiao He Kou to Liu Hao Qiao of Tiane County[J].Gx Water Resources & Hydropower Engineering,2011(1):29-31. |
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| Authors: | Li Xian Liu Xue-zhang |
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| Affiliation: | (Guangxi Electric Power Industry Investigation Design ＆ Research Institute,Nanning 530023,China) |
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| Abstract: | The bank slope from Xiao He Kou to Liu Hao Qiao,located in Tiane County seat,has seen sliding many times.Based on analysis of sliding mechanism,the slope stability analysis program of LAEDING software was utilized to calculate the slope stability factor by Swedish slice method.According to the calculation results,anti-slide pile scheme was selected for slope reinforcement.Walkway,drainage culverts and other auxiliary facilities were also designed taking into account landscape requirements since this slope protection work is located in downtown area. |
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| Keywords: | Slope stability factor anti-slide pile |
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