版权说明 操作指南
首页 > 成果 > 详情

Simulation experimental research for the influence of embedded ratio on SMW's working traits

认领
导出
下载 Link by DOI
反馈
分享
QQ微信 微博
成果类型:
期刊论文、会议论文
作者:
Chen, Wenzhao*;Gao, Quanchen;Jiang, Junshe
通讯作者:
Chen, Wenzhao
作者机构:
[Chen, Wenzhao; Jiang, Junshe] Univ South China, Sch Urban Construct, Hengyang 421001, Peoples R China.
[Gao, Quanchen] China Univ Min Technol, Sch Mech & Civil Engn, Beijing 100083, Peoples R China.
通讯机构:
[Chen, Wenzhao] U
Univ South China, Sch Urban Construct, Hengyang 421001, Peoples R China.
语种:
英文
关键词:
Back analysis;Embedded ratio;Model test;Numerical simulation;SMW
期刊:
Advanced Materials Research
ISSN:
1022-6680
年:
2011
卷:
250-253
期:
1-4
页码:
2322-2326
会议名称:
1st International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2011)
会议论文集名称:
Advanced Materials Research
会议时间:
JUN 18-20, 2011
会议地点:
Haikou, PEOPLES R CHINA
会议主办单位:
[Chen, Wenzhao;Jiang, Junshe] Univ South China, Sch Urban Construct, Hengyang 421001, Peoples R China.^[Gao, Quanchen] China Univ Min Technol, Sch Mech & Civil Engn, Beijing 100083, Peoples R China.
会议赞助商:
Hainan Univ, Coll Civil Engn & Architecture, Guizhou Univ, Coll Civil & Architecture Engn, Hainan Soc Theoret & Appl Mech
主编:
Li, G Huang, Y Chen, C
出版地:
KREUZSTRASSE 10, 8635 DURNTEN-ZURICH, SWITZERLAND
出版者:
TRANS TECH PUBLICATIONS LTD
ISBN:
978-3-03785-127-2
基金类别:
doctoral fund project of the Ministry of education of the PRC [200802900001]; scientific research projects of Hunan Provincial Education Department [10C1177]; technology projects of Hengyang city technology bureau [2008HKJ04]
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
Through model test, the displacement of the top of the wall and the strain of the core pile with excavating were measured and the deformation and damage characteristics of the soft soil foundation pit supported by SMW was revealed.By parameter sensitivity analysis and back analysis, ABAQUS was applied to build the numerical simulation model of SMW in soft soil and the model parameters were obtained and the model was optimized. The impact of the embedded depth on the displacement of the top of the wall,strain of the core pile, the bending moment of the core pile and the surface subside were sys...

反馈

验证码:
看不清楚,换一个
确定
取消

成果认领

标题:
用户 作者 通讯作者
请选择
请选择
确定
取消

提示

该栏目需要登录且有访问权限才可以访问

如果您有访问权限,请直接 登录访问

如果您没有访问权限,请联系管理员申请开通

管理员联系邮箱:yun@hnwdkj.com