嵌岩支护结构施工过程实时位移控制可靠度分析

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嵌岩支护结构施工过程实时位移控制可靠度分析

毛金萍, 徐伟

文章导航 > 工业建筑 > 2006 > 36(2): 42-44

毛金萍, 徐伟. 嵌岩支护结构施工过程实时位移控制可靠度分析[J]. 工业建筑, 2006, 36(2): 42-44. doi: 10.13204/j.gyjz200602013

引用本文:

毛金萍, 徐伟. 嵌岩支护结构施工过程实时位移控制可靠度分析[J]. 工业建筑, 2006, 36(2): 42-44. doi: 10.13204/j.gyjz200602013

Mao Jinping, Xu Wei. RELIABILITY ANALYSIS OF ROCK- SOCKETED SUPPORT STRUCTURES WITH REAL- TIME DEFORMATION CONTROL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 42-44. doi: 10.13204/j.gyjz200602013

Citation:

Mao Jinping, Xu Wei. RELIABILITY ANALYSIS OF ROCK- SOCKETED SUPPORT STRUCTURES WITH REAL- TIME DEFORMATION CONTROL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 42-44. doi: 10.13204/j.gyjz200602013

毛金萍, 徐伟. 嵌岩支护结构施工过程实时位移控制可靠度分析[J]. 工业建筑, 2006, 36(2): 42-44. doi: 10.13204/j.gyjz200602013

引用本文:

毛金萍, 徐伟. 嵌岩支护结构施工过程实时位移控制可靠度分析[J]. 工业建筑, 2006, 36(2): 42-44. doi: 10.13204/j.gyjz200602013

Mao Jinping, Xu Wei. RELIABILITY ANALYSIS OF ROCK- SOCKETED SUPPORT STRUCTURES WITH REAL- TIME DEFORMATION CONTROL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 42-44. doi: 10.13204/j.gyjz200602013

Citation:

Mao Jinping, Xu Wei. RELIABILITY ANALYSIS OF ROCK- SOCKETED SUPPORT STRUCTURES WITH REAL- TIME DEFORMATION CONTROL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 42-44. doi: 10.13204/j.gyjz200602013

嵌岩支护结构施工过程实时位移控制可靠度分析

doi: 10.13204/j.gyjz200602013

毛金萍¹,
徐伟²

1.
1 浙江理工大学建筑工程学院土木工程系杭州 310018;
2.
2 同济大学建筑工程系上海 200092

基金项目:

高等学校博士学科点专项科研基金支持(编号:2000024712)

作者简介:
毛金萍女 1975年1月出生博士讲师

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- 文章访问数: 82
- HTML全文浏览量: 4
- PDF下载量: 38
- 被引次数: 0
出版历程
- 收稿日期: 2005-08-15
- 刊出日期: 2006-02-20

RELIABILITY ANALYSIS OF ROCK- SOCKETED SUPPORT STRUCTURES WITH REAL- TIME DEFORMATION CONTROL

Mao Jinping¹,
Xu Wei²

1.
1 Department of Civil Engineering,College of Building Engineering,Zhejiang University of Science Hangzhou 310018;
2.
2 Department of Building Engineering,Tongji University Shanghai 200092

摘要: 提出了嵌岩支护结构跟随施工过程实时位移控制的可靠度分析内容。通过对一特大超深基坑嵌岩支护结构进行可靠度分析,并与整体位移控制可靠度分析结果进行比较。结果说明,实时位移控制可靠度分析较整体位移控制可靠度分析更具有现实意义,更能保证支护结构最终达到安全可靠,是一个步步为营的策略。
- 可靠度 /
- 嵌岩支护结构 /
- 施工过程 /
- 实时位移控制
Abstract: The reliability analysis of rock-socketed support structures with rea-l time deformation control during the construction process is proposed and carried out in a practical big and deep exvacation engineering. The comparison to reliability analysis with so- called whole deformation control is made. Itc s proved reliability analysis with rea-l time deformation control during the construction process has more practical meaning and the safety of support structures will be guaranteed gradually.
- reliability /
- rock-socketed support structures /
- construction process /
- real-time deformation control

参考文献(1)

刘国彬,沈建明,侯学渊.深基坑支护结构的可靠度分析.同济大学学报,1998,26(3):260-264

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