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![]() ![]() ![]() ![]() |
刊名 | LANDSLIDES
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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 |
DOI | 10.1007/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
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