IMECH-IR  > 力学所知识产出(1956-2008)
三峡二期围堰风化砂推填过程的模型研究
燕琳; 李世海
Source Publication土工基础
2002-12-30
Issue4Pages:40-42+48
Abstract三峡二期围堰堰体材料参数是影响防渗墙变形的主要因素 ,其中风化砂的密度和级配变化对确定材料参数有直接影响 ,本文以三峡二期围堰为背景 ,通过量纲分析 ,实验模拟了围堰的推填过程 ,结果表明 ,风化砂在坡面上的滑动速度非常缓慢 ,在推填过程中发生的自然筛分不利于围堰的后期排水固结 ,此外振动还可导致水中砂体的自然休止角下降。
Keyword风化砂 围堰 散体 级配
Language中文
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/42022
Collection力学所知识产出(1956-2008)
Corresponding Author燕琳
Recommended Citation
GB/T 7714
燕琳,李世海. 三峡二期围堰风化砂推填过程的模型研究[J]. 土工基础,2002(4):40-42+48
APA 燕琳,&李世海.(2002).三峡二期围堰风化砂推填过程的模型研究.土工基础(4),40-42+48.
MLA 燕琳,et al."三峡二期围堰风化砂推填过程的模型研究".土工基础 .4(2002):40-42+48.
Files in This Item: Download All
File Name/Size DocType Version Access License
1015.pdf(226KB) 开放获取--View Download
Related Services
Recommend this item
Bookmark
Usage statistics
Export to Endnote
Google Scholar
Similar articles in Google Scholar
[燕琳]'s Articles
[李世海]'s Articles
Baidu academic
Similar articles in Baidu academic
[燕琳]'s Articles
[李世海]'s Articles
Bing Scholar
Similar articles in Bing Scholar
[燕琳]'s Articles
[李世海]'s Articles
Terms of Use
No data!
Social Bookmark/Share
File name: 1015.pdf
Format: Adobe PDF
This file does not support browsing at this time
All comments (0)
No comment.
 

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