南水北调西线一期工程滑坡崩塌体稳定性评价
文献类型：期刊论文
| 作者 | 黄志全 ; 刘希林 |
| 刊名 | 山地学报
 |
| 出版日期 | 2005 |
| 卷号 | 23期号:5页码:579-584 |
| 关键词 | 南水北调 滑坡崩塌体 稳定性 评价 |
| 其他题名 | Stability Assessment of Collapse and Landslide in the First-Stage Project of Water-Transferring from South to North in West China |
| 通讯作者 | 黄志全 |
| 合作状况 | 国内 |
| 中文摘要 | 南水北调西线工程的主要目标是解决西北、华北地区缺水问题。在现有资料和工作深度的基础上,对工程区滑坡崩塌体的稳定性进行了评价研究。研究表明:在整个工程区,库区内崩塌最为发育,滑坡较少;在不同的库区,岸坡的变形呈现出空间不均匀性。崩塌堆积体主要发生在碎裂(松散)岩质岸坡地段,分布于库区的崩塌堆积体中,稳定和基本稳定的占崩塌堆积体总数的25%,潜在不稳定的占崩塌堆积体总数的50%;分布于库区的滑坡堆积体中,潜在不稳定或不稳定的滑坡数量较多。 |
| 英文摘要 | The project of water transferring in Western area of China,aimed at resolving the lack of water in Northwest China,is one of the important conservancy through which the water of upper stream of Yangtze River is transferred to the upper stream of Yellow River.The first-stage project,mainly situated about the sea level of 3 500 m,will be located in the east edge zone of Qinghai-Xizhang Plateau.In this paper,the stability assessment on collapses and landslides located in the project area is studied based on the field investigation and data.The study results indicate that the collapse is very developed,but landslide is relevantly less,and that the reservoir banks are of spatial inhomogeneous characteristics in the whole area.The collapse is mainly distributed in the loosen/clastic structural rock slopes,and the stable and basically stable collapses are 25% of the total,and the potentially unstable collapses are 50% of the total.As for the landslide,the potentially unstable or unstable ones are of the more amounts. |
| 分类号 | TV223 |
| 资助信息 | 中国科学院知识创新工程项目(KZCX3-SW-323);河南省高校杰出科研人才创新工程项目(HAIPURT) |
| 语种 | 中文 |
| 公开日期 | 2011-05-23 |
| 源URL | [http://ir.imde.ac.cn/handle/131551/3165]  |
| 专题 | 成都山地灾害与环境研究所_成都山地所知识仓储（2009年以前） |
| 推荐引用方式 GB/T 7714 | 黄志全,刘希林. 南水北调西线一期工程滑坡崩塌体稳定性评价[J]. 山地学报,2005,23(5):579-584. |
| APA | 黄志全,&刘希林.(2005).南水北调西线一期工程滑坡崩塌体稳定性评价.山地学报,23(5),579-584. |
| MLA | 黄志全,et al."南水北调西线一期工程滑坡崩塌体稳定性评价".山地学报 23.5(2005):579-584. |
入库方式： OAI收割
来源：成都山地灾害与环境研究所
浏览0
下载0
收藏0
其他版本
除非特别说明，本系统中所有内容都受版权保护，并保留所有权利。