中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Debris flow impact on flexible barrier: effects of debris-barrier stiffness and flow aspect ratio

文献类型:期刊论文

作者Song, Dong-ri1,2; Zhou, Gordon G. D.1,2; Choi, Clarence Edward3,4; Zheng, Yun5
刊名JOURNAL OF MOUNTAIN SCIENCE
出版日期2019-07-01
卷号16期号:7页码:1629-1645
关键词Debris flow Flexible barrier Impact Stiffness Flow aspect ratio
ISSN号1672-6316
DOI10.1007/s11629-018-5314-6
通讯作者Zhou, Gordon G. D.(gordon@imde.ac.cn)
英文摘要Conventionally, flexible barriers are rated based on their ability to resist a free-falling boulder with a particular input energy. However, there is still no well-accepted approach for evaluating performance of flexible barrier under debris flow impact. In this study, a large-nonlinear finite-element model was used to back-analyze centrifuge tests to discern the effects of impact material type, barrier stiffness, and flow aspect ratio (flow height to flow length) on the reaction force between the impacting medium and flexible barrier. Results show that, in contrast to flexible barriers for resisting rockfall, the normal impact force induced by the highly frictional and viscous debris is insensitive to barrier stiffness. This is because the elongated distributions of kinetic energy are mainly dissipated by the internal and boundary shearing, and only a small portion is forwarded to the barrier. Furthermore, a new stiffness number is proposed to characterize the equivalent stiffness between a debris flow or a boulder, and a flexible barrier. Under the circumstance of an extremely elongated debris flow event, i.e., low aspect ratio, the load on a barrier is dominated by the static component and thus not sensitive to the barrier stiffness.
WOS关键词EXPERIMENTAL TESTS ; LANDSLIDE ; DESIGN ; SLIDES ; MESH
资助项目National Natural Science Foundation of China[51809261] ; National Natural Science Foundation of China[11672318] ; National Natural Science Foundation of China[51709052] ; Research Grants Council of the Government of Hong Kong SAR, China[T22-603/15N] ; Research Grants Council of the Government of Hong Kong SAR, China[16209717] ; Hong Kong Jockey Club Disaster Preparedness and Response Institute[HKJCDPRI18EG01]
WOS研究方向Environmental Sciences & Ecology
语种英语
WOS记录号WOS:000474574600012
出版者SCIENCE PRESS
资助机构National Natural Science Foundation of China ; Research Grants Council of the Government of Hong Kong SAR, China ; Hong Kong Jockey Club Disaster Preparedness and Response Institute
源URL[http://ir.imde.ac.cn/handle/131551/26497]  
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Zhou, Gordon G. D.
作者单位1.Chinese Acad Sci, Inst Mt Hazards & Environm, Key Lab Mt Hazards & Earth Surface Proc, Chengdu 610041, Sichuan, Peoples R China
2.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
3.Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Clear Water Bay, Hong Kong, Peoples R China
4.HKUST Jockey Club Inst Adv Study, Hong Kong, Peoples R China
5.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
推荐引用方式
GB/T 7714
Song, Dong-ri,Zhou, Gordon G. D.,Choi, Clarence Edward,et al. Debris flow impact on flexible barrier: effects of debris-barrier stiffness and flow aspect ratio[J]. JOURNAL OF MOUNTAIN SCIENCE,2019,16(7):1629-1645.
APA Song, Dong-ri,Zhou, Gordon G. D.,Choi, Clarence Edward,&Zheng, Yun.(2019).Debris flow impact on flexible barrier: effects of debris-barrier stiffness and flow aspect ratio.JOURNAL OF MOUNTAIN SCIENCE,16(7),1629-1645.
MLA Song, Dong-ri,et al."Debris flow impact on flexible barrier: effects of debris-barrier stiffness and flow aspect ratio".JOURNAL OF MOUNTAIN SCIENCE 16.7(2019):1629-1645.

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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