低填方钢波纹管涵洞受力变形特性及垂直土压力计算

doi:10.12068/j.issn.1005-3026.2022.09.017

东北大学学报（自然科学版） ›› 2022, Vol. 43 ›› Issue (9): 1337-1345.DOI: 10.12068/j.issn.1005-3026.2022.09.017

低填方钢波纹管涵洞受力变形特性及垂直土压力计算

吴冠庆，魏进，岳夏冰，阴增亮

(长安大学公路学院，陕西西安710064)

发布日期:2022-09-16
通讯作者: 吴冠庆
作者简介:吴冠庆(1990-)，男，河南商丘人，长安大学博士研究生.
基金资助:
陕西省自然科学基础研究计划项目(2020JQ-379).

Deformation Characteristics and Vertical Earth Pressure Calculation of Low Fill Steel Corrugated Pipe Culverts

WU Guan-qing， WEI Jin， YUE Xia-bing， YIN Zeng-liang

School of Highway， Chang’an University， Xi’an 710064， China.

Published:2022-09-16
Contact: WEI Jin
About author:-
Supported by:
-

摘要/Abstract

摘要： 分析了填筑施工动态过程中钢波纹管涵洞的受力变形特性及管涵周围土压力分布规律，基于马斯顿理论，构建了一种垂直土压力的计算公式，结合试验数据和有限元计算对其进行验证.结果表明:应变随填土高度呈波动增长态势，在管侧填土高度为3.6m时，内外部测点应变出现最大值；填土完成后，内部测点存在受拉或受压状态，而外部测点以受拉为主；水平向和竖向变形随管侧填土高度的增加而增加，呈竖向椭圆形；管涵顶部的垂直土压力最大，垂直土压力系数随倾角的增大而增加.

关键词: 道路工程；钢波纹管涵洞；力学特性；现场试验；垂直土压力；有限元计算

Abstract: The stress and deformation characteristics of steel corrugated pipe culverts and the distribution law of earth pressure around the pipe culvert during the dynamic filling process were analyzed. Based on the Marston’s theory， a calculation formula of vertical earth pressure was constructed and verified by experimental data and finite element calculation. The results show that the strain fluctuation increases with the filling height. When the filling height is 3.6m， the strain of the internal and external measuring points reaches the maximum values. After the filling completed， the strain of the internal measuring points can be both in tension or compression， while strain of the external measuring points are mainly in tension. The horizontal and vertical deformation increases with the increase of filling height at the pipe side， which takes on a vertical ellipse shape. The vertical earth pressure at the top of the pipe culvert is the largest， and the vertical earth pressure coefficient increases with the inclination angle.

Key words: road engineering; steel corrugated pipe culvert; mechanical property; field test; vertical earth pressure; finite element calculation

中图分类号:

U499.83

吴冠庆，魏进，岳夏冰，阴增亮. 低填方钢波纹管涵洞受力变形特性及垂直土压力计算[J]. 东北大学学报（自然科学版）, 2022, 43(9): 1337-1345.

WU Guan-qing， WEI Jin， YUE Xia-bing， YIN Zeng-liang. Deformation Characteristics and Vertical Earth Pressure Calculation of Low Fill Steel Corrugated Pipe Culverts[J]. Journal of Northeastern University(Natural Science), 2022, 43(9): 1337-1345.

参考文献

[1]宫俊飞.高填方大跨钢波纹管涵力学性能测试与分析［D］.长沙:湖南大学，2016.(Gong Jun-fei.Analysis and test on mechanical property of high-backfill and long-span corrugated steel pipes culvert［D］.Changsha:Hunan University，2016.)
[2]冯忠居，乌延玲，贾彦武，等.钢波纹管涵洞受力与变形特性模拟试验研究［J］.岩土工程学报，2013，35(1):187-192.(Feng Zhong-ju，Wu Yan-ling，Jia Yan-wu，et al.Model tests on force and deformation characteristics of corrugated steel pipe culvert［J］.Chinese Journal of Geotechnical Engineering，2013，35(1):187-192.)
[3]刘保健，谢永利，程海涛.管涵的作用荷载与影响因素分析［M］.北京:清华大学出版社，2011.(Liu Bao-Jian，Xie Yong-li，Cheng Hai-tao.Analysis of loads on culvert and influencing factors［M］.Beijing:Tsinghua University Press，2011.)
[4]Byrne P M，Srithar T，Kern C B.Field measurements and analysis of a large-diameter flexible culvert［J］.Canadian Geotechnical Journal，1993，30(1):135-145.
[5]Beben D.Dynamic amplification factors of corrugated steel plate culverts［J］.Engineering Structures，2013，46:193-204.
[6]Katona M G.Influence of soil models on structural performance of buried culverts［J］.International Journal of Geomechanics，2017，17(1):04016031.
[7]Kang J，Parker F，Chai H Y.Soil-structure interaction for deeply buried corrugated steel pipes.Part I:embankment installation［J］.Engineering Structures，2008，30(2):384-392.
[8]Sargand S M，White K，Masada T，et al.Evaluation of load-rating procedure for metal culverts under shallow soil covers［J］.Journal of Pipeline Systems Engineering & Practice，2018，9(01):04017037.
[9]Yeau K Y，Sezen H，Fox P J.Load performance of in situ corrugated steel highway culverts［J］.Journal of Performance of Constructed Facilities，2009，23(1):32-39.
[10]Liu B，Wang Z，Xu W，et al.Comparative experimental study and FE analysis of corrugated steel pipe culverts with different stiffness［J］.Open Civil Engineering Journal，2016，10(01):549-563.
[11]Liu B，Sun H，Xu W，et al.Research on the law of stress development along backfilling process between crest and valley of buried corrugated steel pipe culverts［J］.International Journal of Steel Structures，2020，13:1-12.
[12]Zhou P，Fan W，Wang Z，et al.Numerical analysis of deformation and mechanical properties of double corrugated pipe［C］//2018 7th International Conference on Energy and Environmental Protection(ICEEP 2018).Paris，2018:190-194.
[13]褚夫蛟，曾水生，方文富，等.高填方大直径钢波纹管涵洞力学特性［J］.东北大学学报(自然科学版)，2016，37(9):1338-1342.(Chu Fu-jiao，Zeng Shui-sheng，Fang Wen-fu，et al.Mechanical properties of large-sized corrugated steel pipe culvert under high embankment filled［J］.Journal of Northeastern University(Natural Science)，2016，37(9):1338-1342.)
[14]Marston A.The theory of loads on pipe in ditches and tests of cement and clay drain tile and sewer pipe［J］.Bulletin，1913，218:31-32.
[15]Spangler M G.A theory of loads on negative projecting conduits［C］∥Proceedings of Highway Research Board.Washington D C，1951:153-161.
[16]曾国熙.土坝下涵管竖向土压力的计算［J］.浙江大学学报，1960，4(1):79-97.(Zeng Guo-xi.Calculation of the vertical pressure on the pipe line under an earth dam［J］.Journal of Zhejiang University，1960，4(1):79-97.)
[17]Tao Q，He Z，Jia Y.Influence of filling properties and culvert structure parameters on the soil arching effect of upper-buried-type culverts［J］.Results in Physics，2020，16:103003.
[18]李玉坤，周鹏，陈帅，等.填埋式刚性管道垂直土压力计算分析［J］.地下空间与工程学报，2021，17(增刊2):771-778.(Li Yu-kun，Zhou Peng，Chen Shuai，et al.Analysis on the calculation of the vertical earth pressure of buried rigid pipe［J］.Chinese Journal of Underground Space and Engineering，2021，17(sup2):771-778.)

低填方钢波纹管涵洞受力变形特性及垂直土压力计算

Deformation Characteristics and Vertical Earth Pressure Calculation of Low Fill Steel Corrugated Pipe Culverts

RichHTML

PDF (PC)

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 0

编辑推荐

Metrics

本文评价