| 都江堰—汶川公路边坡地震破坏模式研究 |
| |
| 引用本文： | 甘建军,黄润秋,范崇荣,李前银,叶晓华.都江堰—汶川公路边坡地震破坏模式研究[J].水文地质工程地质,2011,38(3):59-65. |
| |
| 作者姓名： | 甘建军 黄润秋 范崇荣 李前银 叶晓华 |
| |
| 作者单位： | 成都理工大学地质灾害防治与地质灾害保护国家重点实验室;四川省地质矿产勘查开发局; |
| |
| 基金项目： | 国家重点基础研究发展计划(973计划)，国土资源部地灾应急调排查都汶路项目 |
| |
| 摘 要： | 汶川特大地震发生后,都江堰至汶川公路两侧地质灾害尤为发育,先后多次完全中断震中生命线的交通,严重影响了公路的安全运行和灾后重建的顺利进行。通过汶川地震前后都江堰-汶川公路边坡现场调查资料对比分析,研究了该地段边坡的主要地质灾害类型及其破坏模式、易发性分区和防治建议。研究表明破坏类型主要为碎屑流式、碎裂滑移崩塌,剪断-溃滑型、拉裂-溃滑型、顺层溃滑型滑坡和沟谷型泥石流。都汶公路两侧的边坡灾害以崩塌为主,滑坡、泥石流次之。地震使区内泥石流暴发的频率和规模增大,特大型泥石流主要发生在映秀-北川断裂带的地震烈度较高区域。防治此类地质灾害,应以治理为主,预防和避让相结合。
|
| 关 键 词： | 边坡 地质灾害 都汶公路 破坏模式 汶川地震 |
A study of the slope failure along the Dujiangyan to Wenchuan Highway after the Wenchuan earthquake |
| |
| GAN Jian-jun,HUANG Run-qiu,FAN Chong-rong,LI Qian-yin,YE Xiao-hua.A study of the slope failure along the Dujiangyan to Wenchuan Highway after the Wenchuan earthquake[J].Hydrogeology and Engineering Geology,2011,38(3):59-65. |
| |
| Authors: | GAN Jian-jun HUANG Run-qiu FAN Chong-rong LI Qian-yin YE Xiao-hua |
| |
| Institution: | 1.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China;2.Sichuan Bureau of Geology and Mineral Resources,Chengdu 610081,China |
| |
| Abstract: | Geological hazards induced by the Wenchuan Ms.8.0 earthquake along the Dujiangyan to Wenchuan Highway are especially severe and have serious effect on the safe riding along the highway and reconstructions.In order to prevent and reduce disasters effectively,main failure modes of slope,geohazard susceptibility distribution section and prevention suggestions in the area have been studied on the basis of the field investigations and statistic analysis of available data.The results show that main damage types a... |
| |
| Keywords: | slope geo-hazard Dujiangyan to Wenchuan Highway failure mode Wenchuan Ms 8 0 earthquak |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《水文地质工程地质》浏览原始摘要信息 |
| 点击此处可从《水文地质工程地质》下载免费的PDF全文 |
|
