[1]蔡海兵,程 桦,荣传新.深埋冻结壁变形特性的理论分析及数值模拟[J].西安科技大学学报,2008,(03):439-444.[doi:10.3969/j.issn.1672-9315.2008.03.009]
 CAI Hai-bing,CHENG-Hua,RONG Chuan-xin.Deformation characteristics of deep-buried frozen wall based on frozen soils rheological theory[J].Journal of Xi'an University of Science and Technology,2008,(03):439-444.[doi:10.3969/j.issn.1672-9315.2008.03.009]
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深埋冻结壁变形特性的理论分析及数值模拟()
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西安科技大学学报[ISSN:1672-9315/CN:61-1434/N]

卷:
期数:
2008年03期
页码:
439-444
栏目:
出版日期:
2008-09-30

文章信息/Info

Title:
Deformation characteristics of deep-buried frozen wall based on frozen soils rheological theory
文章编号:
1672-9315(2008)03-0439-06
作者:
蔡海兵1程 桦12荣传新1
1.安徽理工大学 土木工程系,安徽 淮南 232001; 2.安徽建筑工业学院,安徽 合肥 231001
Author(s):
CAI Hai-bing1CHENG-Hua12RONG Chuan-xin1
Dept. of Civil Engineering,Anhui University of Technology,Huainan 232001,China; 2. Anhui Institute of Architecture and Industry,Hefei 231001,China
关键词:
冻土流变 冻结壁 数值模拟 变形
Keywords:
rheological property of forzen soils frozen wall numerical simulation deformation
分类号:
TD352
DOI:
10.3969/j.issn.1672-9315.2008.03.009
文献标志码:
A
摘要:
考虑冻土流变、冻结壁卸载状态、冻结壁与周围土层共同作用等因素,建立了冻结壁变形的解析解.针对同一工程实例,分别采用理论分析与数值模拟两种方法,深入分析了深埋冻结壁的变形特性,计算结果与现场实测结果基本一致,较好地反映了实际情况.
Abstract:
Taking into account of the rheological property of forzen soils, the uninstall state of forzen wall, forzen wall acting with surrounding ground, etc, the analytical equation of forzen wall deformation is founded. Aiming at the same engineering example, the authors analyse the deformation characteristics of deep-buried frozen wall by theory analysis and numerical simulation. The results are in accord with scene survey and reflects actual status.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2007-9-11 责任编辑:杨忠民 基金项目:安徽省“十五”科技攻关计划项目(040120493); 安徽省青年教师科研资助项目(2005jq1110) 作者简介:蔡海兵(1980-),男,安徽安庆人,讲师,主要从事岩土和地下结构工程的教学与科研工作.
更新日期/Last Update: 2008-09-30