| 匡立新,彭振斌.相邻基础施工诱发滑坡机制研究[J].地质与勘探,2000,(3):91-94 |
| 相邻基础施工诱发滑坡机制研究 |
| STUDY ON LANDSLIDE MECHANISM INDUCED BY NEAR FOUNDATION CONSTRUCTION |
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| DOI： |
| 中文关键词: 滑坡 边坡 相邻基础 工程施工 |
| 英文关键词: fill slope,landslide,mechanism,near foundation construction |
| 基金项目: |
| 匡立新 彭振斌 |
| 中南工业大学资源环境与建筑工程学院!长沙410083 |
| 摘要点击次数: 1356 |
| 全文下载次数: 1086 |
| 中文摘要: |
| 以省水文二队南部填土边坡为例 ,对边坡滑坡机制进行了研究。结果表明 ,滑坡受地形地貌和物质结构条件控制 ,受相邻基础施工和降雨诱发而形成的滑坡。在此基础上 ,作者提出了滑坡治理措施。 |
| 英文摘要: |
| Based on study the landslide of south fill slope of Hunan 2nd Hydrogeologic Team,the landslide mechanism is discussed ,It shows that landslide is controlled by landform and material-texture conditions,and induced by near foundation construction and precipitation .As a result,some improvement measures are suggested. |
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