中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Experimental investigation on the impact force of the dry granular flow against a flexible barrier

文献类型:期刊论文

作者Siyou Xiao2,3; Lijun Su1,2,3; Yuanjun Jiang2,3; Xin Qu4; Min Xu5; Xiaobo Hu2,3; Zhenyu Liu2,3
刊名LANDSLIDES
出版日期2020
页码DOI: 10.1007/s10346-020-01368-9
关键词Dry granular flow Impact force Flexible barrier Pileup height
ISSN号1612-510X
DOI10.1007/s10346-020-01368-9
产权排序1
通讯作者Yuanjun, Jiang(yuanjun.jiang.civil@gmail.com)
文献子类Article;Early Access
英文摘要To reveal the composition and distribution of the impact force of the dry granular flow against a flexible barrier, five groups of physical experiments in different slope angles have been carried out. The flow velocities, flow heights and tensile forces of the cables were measured using the high camera and the load cells. Then we developed a model to calculate the total impact force of the dry granular flow against the barrier based on the tensile force of each cable. The results show that the main components the distribution of the maximum impact force vary with the pileup characteristics of the dead zone. The distributions of the maximum impact force change from linearity to nonlinear with the increase in the proportion of the impact force of flowing layer in the maximum impact force. The hydro-static model, the hydro-dynamic model and the limit equilibrium method were using for the estimation of the maximum impact force, respectively. Compared with the estimated results, the hydro-static model is more suitable for estimating the maximum impact force of the dry granular flow when the pileup height is five times greater than the flow height. The empirical static coefficients have close relationship with the ratio of the pileup length to the pileup height.
电子版国际标准刊号1612-5118
WOS关键词QUANTITATIVE-ANALYSIS ; ROCKFALL BARRIERS ; MECHANISMS ; DESIGN ; LANDSLIDE ; BEHAVIOR ; TESTS ; SIZE ; MASS
资助项目Strategic Priority Research Program of Chinese Academy of Sciences[XDA 20030301] ; CAS Pioneer Hundred Talents Program
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000521782000001
出版者SPRINGER HEIDELBERG
资助机构Strategic Priority Research Program of Chinese Academy of Sciences ; CAS Pioneer Hundred Talents Program
源URL[http://ir.imde.ac.cn/handle/131551/34123]  
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Yuanjun Jiang
作者单位1.CAS Ctr Excellence Tibetan Plateau Earth Sci, Beijing 100101, Peoples R China;
2.Chinese Acad Sci, Inst Mt Hazards & Environm, Key Lab Mt Hazards & Earth Surface Proc, Chengdu 610041, Peoples R China;
3.Univ Chinese Acad Sci, Beijing 100049, Peoples R China;
4.Anyang Inst Technol, Sch Civil & Architecture Engn, Anyang 455000, Peoples R China;
5.Geobrugg AG Protect Syst China, Chengdu 611731, Peoples R China
推荐引用方式
GB/T 7714
Siyou Xiao,Lijun Su,Yuanjun Jiang,et al. Experimental investigation on the impact force of the dry granular flow against a flexible barrier[J]. LANDSLIDES,2020:DOI: 10.1007/s10346-020-01368-9.
APA Siyou Xiao.,Lijun Su.,Yuanjun Jiang.,Xin Qu.,Min Xu.,...&Zhenyu Liu.(2020).Experimental investigation on the impact force of the dry granular flow against a flexible barrier.LANDSLIDES,DOI: 10.1007/s10346-020-01368-9.
MLA Siyou Xiao,et al."Experimental investigation on the impact force of the dry granular flow against a flexible barrier".LANDSLIDES (2020):DOI: 10.1007/s10346-020-01368-9.

入库方式: OAI收割

来源:成都山地灾害与环境研究所

浏览0
下载0
收藏0
其他版本

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。