中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Impact protection of bridge piers against rockfall

文献类型:期刊论文

作者He, Siming1,2,3; Yan, Shuaixing1,2,4; Deng, Yu1,2,4; Liu, Wei1,2
刊名BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
出版日期2019-06-01
卷号78期号:4页码:2671-2680
关键词Chediguan Bridge Energy-dissipating crashworthy device Rockfall Impact protection
ISSN号1435-9529
DOI10.1007/s10064-018-1250-5
通讯作者He, Siming(726483842@qq.com)
英文摘要The Dujiangyan-Wenchuan highway serves as a vital passage to and from the region severely damaged by the 5.12 Wenchuan Earthquake in China. Chediguan Bridge is located on the highway and spans the Minjiang River. During the earthquake, the bridge was severely destroyed by rockfalls. Although the bridge was subsequently rebuilt and opened to traffic on May 12, 2009, it was destroyed again on July 25, 2009 by rock avalanches that had been located perilously high on the right bank of the Minjiang River, and caused deaths, casualties, and roads being cut off. A subsequent investigation revealed multiple perilous rocky areas on the massif along the Minjiang river bank, indicating an extremely high risk of another rockfall hazard, which could, again, lead to damage to the bridge and a further disastrous outcome. To mitigate the rockfall hazard to the bridge, a new flexible, energy-dissipating crashworthy device for bridge piers is developed to withstand the impact of rockfall. Numerical simulations using nonlinear finite element analysis was carried out to simulate the rockfall impact process on bridge piers. The following influencing factors during the impact process were taken into account: material nonlinearity, geometric nonlinearity, as well as contact nonlinearity. The results show that the new protective structure of bridge piers can effectively buffer rockfall impacts and significantly improve the anti-impact capability of the bridge piers.
WOS关键词DYNAMIC-RESPONSE ; DESIGN ; CONCRETE ; EMBANKMENTS ; SIMULATION ; FAILURE ; TESTS ; MODEL
资助项目National Natural Science Foundation of China[41790433] ; NSFC-ICIMOD[41661144041] ; Science and Technology Department of Sichuan Province of China[2016SZ0067] ; Key Research and Development Projects of Sichuan Province[2017SZ0041] ; research and development plan project for science and technology of the Ministry of Railways[Z2012-061] ; research and development plan project for science and technology of the Ministry of Railways[CLRQT-2015-012] ; research and development plan project for science and technology of the Ministry of Railways[2012-Major-3]
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000468075000034
出版者SPRINGER HEIDELBERG
资助机构National Natural Science Foundation of China ; NSFC-ICIMOD ; Science and Technology Department of Sichuan Province of China ; Key Research and Development Projects of Sichuan Province ; research and development plan project for science and technology of the Ministry of Railways
源URL[http://ir.imde.ac.cn/handle/131551/26228]  
专题成都山地灾害与环境研究所_山地灾害与地表过程重点实验室
通讯作者He, Siming
作者单位1.Chinese Acad Sci, Key Lab Mt Hazards & Surface Proc, Chengdu 610041, Sichuan, Peoples R China
2.Chinese Acad Sci, IMHE, Chengdu 610041, Sichuan, Peoples R China
3.Chinese Acad Sci, Ctr Excellence Tibetan Plateau Earth Sci, Beijing 100101, Peoples R China
4.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
推荐引用方式
GB/T 7714
He, Siming,Yan, Shuaixing,Deng, Yu,et al. Impact protection of bridge piers against rockfall[J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,2019,78(4):2671-2680.
APA He, Siming,Yan, Shuaixing,Deng, Yu,&Liu, Wei.(2019).Impact protection of bridge piers against rockfall.BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,78(4),2671-2680.
MLA He, Siming,et al."Impact protection of bridge piers against rockfall".BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT 78.4(2019):2671-2680.

入库方式: OAI收割

来源:成都山地灾害与环境研究所

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