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交通荷载作用下高填方涵洞动力响应研究

张军 申俊敏 赵建斌

郑州大学学报(工学版)2013,Vol.34Issue(4):10-14,5.
郑州大学学报(工学版)2013,Vol.34Issue(4):10-14,5.DOI:10.3969/j.issn.1671-6833.2013.04.003

交通荷载作用下高填方涵洞动力响应研究

Analysis of Dynamic Response of High Embankment Culverts under Traffic Loads

张军 1申俊敏 1赵建斌1

作者信息

  • 1. 山西省交通科学研究院黄土地区公路建设与养护技术交通行业重点实验室,山西太原030006
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摘要

Abstract

A numerical model of arch culvert was established and the process of installation of the culvert and construction of the embankment were simulated.Then the traffic loads were applied on vertical section of the road,and parametric studies were carried out to investigate the influence of cycle times,traffic loads and vehicle speeds on the dynamic responses of arch culvert.The results show that the arch is the most vulnerable component of the whole culvert under traffic loads.After eight times cycle of traffic loads,the settlement of road surface and the vertical earth pressure on the top of culvert tends to be stable.The vertical earth pressure at the top of culvert increases as the traffic loads increase.The vertical earth pressures both at the top and bottom of culverts are not sensitive to the variations of the vehicle speeds.

关键词

交通荷载/高填方路堤/涵洞/动力响应

Key words

traffic load / high embankment / culvert / dynamic response

分类

交通工程

引用本文复制引用

张军,申俊敏,赵建斌..交通荷载作用下高填方涵洞动力响应研究[J].郑州大学学报(工学版),2013,34(4):10-14,5.

基金项目

山西省交通建设科技项目(11-2-17) (11-2-17)

黄土地区公路建设与养护技术交通行业重点实验室开放课题(KLTLR-Y11-3) (KLTLR-Y11-3)

郑州大学学报(工学版)

OA北大核心CSTPCD

1671-6833

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