IMHE OpenIR  > 山地灾害与地表过程重点实验室
基于多块体滑移理论的桩板墙结构加固边坡稳定性分析
罗渝; 许强; 何思明; 何尽
Corresponding Author何思明
2014
Source Publication西南交通大学学报
Volume49Issue:6Pages:967-971
Keyword边坡稳定性 极限分析 多块体滑移理论 桩板墙
Indexed ByEI
Document Type期刊论文
Identifierhttp://ir.imde.ac.cn/handle/131551/7619
Collection山地灾害与地表过程重点实验室
Recommended Citation
GB/T 7714
罗渝,许强,何思明,等. 基于多块体滑移理论的桩板墙结构加固边坡稳定性分析[J]. 西南交通大学学报,2014,49(6):967-971.
APA 罗渝,许强,何思明,&何尽.(2014).基于多块体滑移理论的桩板墙结构加固边坡稳定性分析.西南交通大学学报,49(6),967-971.
MLA 罗渝,et al."基于多块体滑移理论的桩板墙结构加固边坡稳定性分析".西南交通大学学报 49.6(2014):967-971.
Files in This Item:
File Name/Size DocType Version Access License
XN20140606.pdf(488KB) 开放获取CC BY-NC-SAView Application Full Text
Related Services
Recommend this item
Bookmark
Usage statistics
Export to Endnote
Google Scholar
Similar articles in Google Scholar
[罗渝]'s Articles
[许强]'s Articles
[何思明]'s Articles
Baidu academic
Similar articles in Baidu academic
[罗渝]'s Articles
[许强]'s Articles
[何思明]'s Articles
Bing Scholar
Similar articles in Bing Scholar
[罗渝]'s Articles
[许强]'s Articles
[何思明]'s Articles
Terms of Use
No data!
Social Bookmark/Share
File name: XN20140606.pdf
Format: Adobe PDF
All comments (0)
No comment.
 

Items in the repository are protected by copyright, with all rights reserved, unless otherwise indicated.