[1]乌延玲1,2,冯忠居1,等.钢波纹管涵洞受力与变形特性现场试验分析[J].西安建筑科技大学学报:自然科学版,2011,43(04):513-516.[doi:DOI:10.15986/j.1006-7930.2011.04.011]
 ,,et al.Field force and deformation characteristic test ofcorrugated steel pipe culvert[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(04):513-516.[doi:DOI:10.15986/j.1006-7930.2011.04.011]
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钢波纹管涵洞受力与变形特性现场试验分析()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
43
期数:
2011年04期
页码:
513-516
栏目:
出版日期:
2011-08-31

文章信息/Info

Title:
Field force and deformation characteristic test of
corrugated steel pipe culvert
文章编号:
1006-7930(2011)04-0513-04
作者:
乌延玲1冯忠居1王彦志2贾彦武1熊山铭1
(1.长安大学公路学院,陕西西安710064;2.赤峰市公路管理处,内蒙古赤峰024000)
Author(s):
WU Yan-ling1FENG Zhong-ju1WANG Yan-zhi2JIA Yan-wu1XIONG Shan-ming1
(1.School of Highway,Chang’an University,Xi′an 710064,China;
2.Chifeng Highway Department,Chifeng,024000,China)
关键词:
 路基工程钢波纹管涵洞现场试验受力与变形特性
Keywords:
 subgrade engineeringcorrugated steel pipeculvertfield testforce and deformation characteristic.
分类号:
U449.83
DOI:
DOI:10.15986/j.1006-7930.2011.04.011
文献标志码:
A
摘要:
为搞清公路路基钢波纹管涵洞在填土荷载作用下的受力与变形特性,结合工程实际,通过现场试验,
研究其在路基填筑过程中的工作性能.试验结果表明:钢波纹管涵洞内侧主要承受压应力,外侧主要承受拉应
力;最大填土高度时,拉、压应力均在30MPa左右;断面内、外侧的应变应力出现相反的拉压变化规律,且涵
顶两侧45°位置为受力薄弱点.说明实际钢波纹管涵洞设计与施工中应给予关注,特别是在高填土荷载作用
下,应对相应的部位进行加强或从施工工艺上采取措施.
Abstract:
In order to know the force and deformation characteristic of corrugated steel pipe culvert in road with the filling
load and based on field test,its performance was studied in the actual roadbed construction.The result shows that pulling
stress is mainly borne at inside and outside endure pressure stress.The contrary variation of tension and pressure have
been obtained of the stress and strain of inside and outside of corrugated steel pipe culvert,and 45degrees position on either
 side of the culvert top is regarded as the stressed weak point.The design and construction of corrugated steel pipe
culvert will be concerned and should take measures on construction technology especially with high filled load.

参考文献/References:

 References
[1] 李祝龙,刘百来,李自武.钢波纹管涵洞力学性能现场试验研究[J].公路交通科技,2006,23(3):79-82.
LI Zhu-long,LIU Bai-lai,LI Zi-wu.Field mechanical performance test of corrugated steel culvert[J].Journal of
Highway and Transportation Research and Development,2006,23(3):79-82.
[2] 刘成志.钢波纹管涵洞在公路建设中应用技术分析[J].公路交通技术,2009(4):103-105.
LIU Cheng-zhi.Technical analysis of application of corrugated steel tube culvert in highway construction[J]Technology
 of Highway and Transport,2009(4):103-105.
[3] SEZEN H,YEAU K Y,FOX P J.In-situ load testing of corrugated steel pipe-arch culverts[J].Journal of
Performance of Constructed Facilties,2008(22):391-397.
[4] KANG J,PARKER F,YOO C H.Soil-structure interaction for deeply buried corrugated steel pipes Part II:Imperfect
 trench installation[J].Engineering Structures:2008(30):588-594.
[5] 陈团海,陈国明.复合载荷下T型管节点应力集中系数研究[J].西安建筑科技大学学报:自然科学版,2010,42
(2):272-277.
CHEN Tuan-hai,CHEN Guo-ming.Stress concentration factors in tubular T-joints under combined loadings[J].
J.Xi′an Univ.of Arch.& Tech.:Natural Science Edition,2010,42(2):272-277.
[6] 河北省交通规划设计院.JTG/T D65-04—2007,公路涵洞设计细则[S].北京:人民交通出版社,2007.
Hebei provincial communications planning and design institute.JTG/T D65-04—2007.Guidelines for design of
highway culvert[S].Beijing:China Communications Press,2007.

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备注/Memo

备注/Memo:
*收稿日期:2010-12-22  修改稿日期:2011-06-07
基金项目:内蒙古自治区赤峰市交通建设科技基金资助项目(2009-KY029)
作者简介:乌延玲(1971-),女,内蒙古赤峰人,高级工程师,博士研究生.从事公路建设管理和岩土工程问题的研究.
更新日期/Last Update: 2015-11-05