中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Experimental validation of a new semi-empirical impact force model of the dry granular flow impact against a rigid barrier

文献类型:期刊论文

作者Jiang, Yuan-Jun1,2; Fan, Xiao-Yi2,3,4; Su, Li-Jun1; Xiao, Si-you1; Sui, Jing4; Zhang, Rui-Xiao4; Song, Yue5; Shen, Zhi-Wen1
刊名LANDSLIDES
出版日期2020
页码4291-4308
关键词Dry granular flow Impact force model Normal impact force Point of action Tangential force Semi-empirical
ISSN号1612-510X
DOI10.1007/s10064-020-01806-x
产权排序2
通讯作者Fan, Xiao-Yi(fanxiaoyi@swust.edu.cn)
文献子类Article;Early Access
英文摘要The maximum impact force of granular flow and its action point on a rigid barrier are the key indices of the anti-slip and the anti-overturning calculation, respectively. On the basis of the present impact force models and the observation in model experiments, this paper proposes a new semi-empirical impact force model focusing on the normal impact force and its point of action. By comparing the analytical solution and the experimental results, the new semi-empirical analytical model can estimate the normal impact force composed of both dynamic and static components with an error margin within +/- 20% compared with the experimental results and so is for the corresponding point of action and tangential force. To calculate the residual force generated only by the static dead zone, the static friction angle between the dead zone and the chute base should be less than what was measured under kinetic conditions. Based on a large number of tests, it was found that assuming that the reaction force generated by the chute base operates at 2/3 of the deposition length makes the estimated normal impact force best suited to the experimental results.
电子版国际标准刊号1435-9537
WOS关键词DEBRIS-FLOW ; AVALANCHES ; LANDSLIDE ; PRESSURE
资助项目Strategic Priority Research Program of Chinese Academy of Sciences[XDA 23090202] ; National Natural Science Foundation of China[41761144077] ; National Natural Science Foundation of China[41877524] ; Shock and Vibration of Engineering Materials and Structures Key Laboratory of Sichuan Province[19kfgk01] ; Shock and Vibration of Engineering Materials and Structures Key Laboratory of Sichuan Province[18kfgk10]
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000530226300001
出版者SPRINGER HEIDELBERG
资助机构Strategic Priority Research Program of Chinese Academy of Sciences ; National Natural Science Foundation of China ; Shock and Vibration of Engineering Materials and Structures Key Laboratory of Sichuan Province
源URL[http://ir.imde.ac.cn/handle/131551/50735]  
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Fan, Xiao-Yi
作者单位1.Chinese Acad Sci, Inst Mt Hazards & Environm, 9,Sec 4,RenMinNanLu Ave, Chengdu 610041, Sichuan, Peoples R China;
2.Shock & Vibrat Engn Mat & Struct Key Lab Sichuan, Mianyang 621000, Sichuan, Peoples R China;
3.Southwest Petr Univ, Sch Civil Engn & Geomat, Chengdu 610500, Sichuan, Peoples R China;
4.Southwest Univ Sci & Technol, Sch Civil Engn & Architecture, Mianyang, Sichuan, People's Republ;
5.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
推荐引用方式
GB/T 7714
Jiang, Yuan-Jun,Fan, Xiao-Yi,Su, Li-Jun,et al. Experimental validation of a new semi-empirical impact force model of the dry granular flow impact against a rigid barrier[J]. LANDSLIDES,2020:4291-4308.
APA Jiang, Yuan-Jun.,Fan, Xiao-Yi.,Su, Li-Jun.,Xiao, Si-you.,Sui, Jing.,...&Shen, Zhi-Wen.(2020).Experimental validation of a new semi-empirical impact force model of the dry granular flow impact against a rigid barrier.LANDSLIDES,4291-4308.
MLA Jiang, Yuan-Jun,et al."Experimental validation of a new semi-empirical impact force model of the dry granular flow impact against a rigid barrier".LANDSLIDES (2020):4291-4308.

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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