| 梅河高速公路某滑坡的滑动分析及加固措施 |
| Landslide Analysis and Reinforcement Measure of Mei He Expressway |
| 投稿时间：2008-07-04 |
| 中文关键词:滑坡 锚索拉力 安全系数 滑动机理 加固措施 |
| 英文关键词:landslide anchor stay tensile force safety factor sliding mechanism reinforcement measure |
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| 中文摘要: |
| 梅河高速K111+286～+433右侧滑坡经过两次加固后，仍出现了较大的变形。根据此滑坡的工程地质条件、滑坡病害迹象以及监测资料，通过锚索拉力确定的滑坡安全系数，具体分析了滑坡的滑动机理，并提出了补强加固措施的方案。 |
| 英文摘要: |
| Deformation emerged at the right side of K111+286～+433 in Mei He Expressway though the landslide had been reinforced twice. This paper analyzes the sliding mechanism of the landslide based on the project geological condition, disease indication and monitoring data, determines the safety factor through the tensile force of the anchor stay, and proposes reinforcement measures. |
| 章有德,岳祖润,薛东兴.梅河高速公路某滑坡的滑动分析及加固措施[J].石家庄铁道大学学报(自然科学版),2009,(1):51-. |
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