| 张秦华,张华勋,刘晓娟.泾阳县庙店村泾河边3#滑坡稳定性评价和治理方案浅析[J].矿产勘查,2019,(8):2086-2092 |
| 泾阳县庙店村泾河边3#滑坡稳定性评价和治理方案浅析 |
| The evaluation of stability and management plan of 3# landslide near jing river in Miaodian Village, Jing yang County |
| 投稿时间：2019-01-26 |
| DOI： |
| 中文关键词: 泾阳县 地质灾害 滑坡 防治方案 |
| 英文关键词: Jing Yang County geological hazard, landslide, stability,control scheme |
| 基金项目: |
|
| 摘要点击次数: 1705 |
| 全文下载次数: 132 |
| 中文摘要: |
| 庙店村3#滑坡,位于泾河南岸黄土塬边。在泾阳县地质灾害详细调查基础上,对该滑坡的地质条件和滑坡体的基本特征进行了详细的分析。同时,运用极限平衡理论对整个滑坡体,分两种工况进行了稳定性计算。结果表明,该滑坡在天然状态下整体处于欠稳定状态,在降雨饱和状态下处于不稳定状态。为了防止地质灾害发生,结合该滑坡自身特点,建议实施削坡减重工程和排水工程。 |
| 英文摘要: |
| Miao dian Village No. 3 landslide is located on the jing river south bank of huang tu yuan. On the basis of the detailed investigation of geological disasters in Jing yang County, the geological conditions of the landslide and the basic characteristics of the landslide body are analyzed in detail. At the same time, the stability of the whole slope is calculated by using the theory of limit equilibrium. The results show that the landslide is in an unstable state under natural condition and in an unstable state under saturated rainfall. In order to prevent geological disasters, combined with the characteristics of the landslide, it is proposed to carry out slope reduction and drainage engineering. |
|
查看全文
查看/发表评论 下载PDF阅读器 |
| 关闭 |
|
|
|