| 沿河防洪堤滑坡处理、基础处理与稳定性分析 |
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| 引用本文： | 罗启北,邹爽,罗世友.沿河防洪堤滑坡处理、基础处理与稳定性分析[J].贵州工业大学学报(自然科学版),2002,31(2):97-101. |
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| 作者姓名： | 罗启北 邹爽 罗世友 |
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| 作者单位： | 1. 贵州工业大学,土木建筑工程学院,贵州,贵阳,550003
2. 贵州省水利机械化实业总公司,贵州,贵阳,550002 |
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| 摘 要： | 介绍沿河城区防洪堤0＋440－0＋486段边坡病害概况及产生原因，提出了边坡排水、清刷滑体和防护加固相结合的综合整治工程措施，并用条分法对该边坡进行了稳定验算。为满足防洪堤稳定性要求，对滑坡段基础采取了挖齿槽、打描杆等措施，并对该基础进行了稳定性分析。
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| 关 键 词： | 工程滑坡 工程措施 稳定性分析 条分法 防洪堤 边坡病害 基础处理 |
| 文章编号： | 1009-0193(2002)02-0097-05 |
Treatment of Landslide and Foundation and Analysis of Stability |
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| LUO Qi bei ,ZOU Shuang ,LUO Shi you.Treatment of Landslide and Foundation and Analysis of Stability[J].Journal of Guizhou University of Technology(Natural Science Edition),2002,31(2):97-101. |
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| Authors: | LUO Qi bei ZOU Shuang LUO Shi you |
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| Affiliation: | LUO Qi bei 1,ZOU Shuang 1,LUO Shi you 2 |
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| Abstract: | This paper describes the general diseased conditions and causes of 0+440--0+486 sloping part of the flood protection embankment in Yanhe city, proposes renovating measures such as slope drainage, slide mass stripping, protecting and reinforcing, and adopts the slice method to examine the stability of this slope. In order to ensure the stability of the foundation of embankment, digging cutoff trench and hitting anchor rod are carried out in the foundation of the landslide part. |
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| Keywords: | engineering landslide engineering measures stability analysis slice method |
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