| 某高边坡滑坡治理的效果分析 |
| |
| 引用本文： | 张卫民,周敏. 某高边坡滑坡治理的效果分析[J]. 华东交通大学学报, 2006, 23(1): 37-39,43 |
| |
| 作者姓名： | 张卫民 周敏 |
| |
| 作者单位： | 金华职业技术学院,浙江,金华,321017;金华职业技术学院,浙江,金华,321017 |
| |
| 基金项目： | 浙江省金华市科技局资助项目 |
| |
| 摘 要： | 某边坡位于水库右岸公路以上,土层主要为软弱的砂岩和泥页岩,历史上形成的古滑坡体由于受褶皱和断裂构造及地下水的影响,基岩表层进一步风化、卸荷和泥化,再次发生滑动.通过分析该边坡滑坡的治理,计算该边坡在治理前后的稳定安全系数,对其治理效果进行分析,计算和实际观测结果表明经过综合治理,该边坡趋向稳定.
|
| 关 键 词： | 边坡 极限平衡理论 稳定安全系数 |
| 文章编号： | 1005-0523（2006）01-0037-03 |
| 收稿时间： | 2005-10-20 |
| 修稿时间： | 2005-10-20 |
An Analysis For The Reinforcement of a High Slope Slide and Its Effect |
| |
| ZHANG Wei-min,ZHOU Min. An Analysis For The Reinforcement of a High Slope Slide and Its Effect[J]. Journal of East China Jiaotong University, 2006, 23(1): 37-39,43 |
| |
| Authors: | ZHANG Wei-min ZHOU Min |
| |
| Affiliation: | Jinhua College of Profession and Tteehnology Architeehure Engineering Branch,Jinhua 321017, China |
| |
| Abstract: | A slope locates at the right bank of a reservoir above highroad,its soil composed by weak sandstone and pulpy rock.The age-old slope is affected by the drape,zone of fracture and ground water.The rock of surface layer is airslaked,discharged and made weak.The slope will slide again.Through analysis the reinforcement of the high slope slide and its effect,the result shows that after reinforcement the slope incline to stability. |
| |
| Keywords: | slope theory of limit equilibrium safety factor of stability |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《华东交通大学学报》浏览原始摘要信息 |
|
点击此处可从《华东交通大学学报》下载全文 |
|
