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| A simplified mechanical model of flexible barriers under granular flow impact |
| WU Ze1,JIANG Yuanjun2,XIAO Siyou3,XIA Xin2,NING Po2 |
| (1. Urban Rail Transit Design and Research Institute,China Railway Engineering Design and Consulting Group Co.,Ltd.,Beijing 100055,China;2. Institute of Mountain Hazards and Environment,Chinese Academy of Sciences,Chengdu,Sichuan 610041,China;3. School of Mines and Civil Engineering,Liupanshui Normal University,Liupanshui,Guizhou 553000,China) |
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Abstract Flexible barriers are a kind of protective structure widely applied in granular flow control,but there is no a comprehensive mechanical model to evaluate the protective characteristics of flexible barriers considering the composition of granular flow impact loads and the mechanical characteristics of supporting ropes. In this paper,a calculation model of the impact load of granular flow was established based on two kinds of impact modes of granular flow impact retaining structure and considering the composition of static,dynamic and frictional impact loads. Finally,combined with cable structure mechanics,a simplified mechanics model of flexible barriers considering the force characteristics of the supporting ropes and the combination of granular flow loads was constructed considering different impact stages and impact modes of granular flow. The comparisons between the calculation results by the proposed model with indoor chute model test results of granular flow impacting flexible barriers show that the impact load calculation results of the bottom support rope are larger than the experimental values,the calculation results of the impact load and the flexible barrier force under the slope accumulation condition are in agreement with the experimental results,and the calculation results under the continuous impact condition are greater than the experimental results. In general,the mechanical theoretical model can effectively describe the nonlinear distribution characteristics of the loads on the remaining support lines,and the calculation results are conservative.
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[1] LI X,WU Y,HE S,et al. Application of the material point method to simulate the post-failure runout processes of the Wangjiayan landslide[J]. Engineering Geology,2016,212:1–9.
[2] XU Q,FAN X M,HUANG R Q,et al. Landslide dams triggered by the Wenchuan Earthquake,Sichuan Province,south west China[J]. Bulletin of Engineering Geology and the Environment,2009,68(3):373–386.
[3] 宋 跃,姜元俊,王 萌. 碎石垫层对碎屑流冲击棚洞的缓冲效应研究[J]. 岩石力学与工程学报,2018,37(10):2 359–2 369.(SONG Yue,JIANG Yuanjun,WANG Meng. Buffering effect of gravel cushion layer on the impact of dry granular flow against a rock shed[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(10):2 359–2 369.(in Chinese))
[4] JIANG Y J,FAN X Y,SU L J,et al. Experimental validation of a new semi-empirical impact force model of the dry granular flow impact against a rigid barrier[J]. Landslides,2021,(18):1 387–1 402.
[5] CAMPBELL C S,CLEARY P W,HOPKINS M. Large-scale landslide simulations:Global deformation,velocities and basal friction[J]. Journal of Geophysical Research:Solid Earth,1995,100(B5):8 267– 8 283.
[6] POULIQUEN O. Scaling laws in granular flows down rough inclined planes[J]. Physics of Fluids,1999,11(3):542–548.
[7] GOTTARDI G,GOVONI L. Full-scale modelling of falling rock protection barriers[J]. Rock Mechanics and Rock Engineering,2009,43(3):261–274.
[8] KWAN J S H,KOO R C H,NG C W W. Landslide mobility analysis for design of multiple debris-resisting barrier[J]. Canadian Geotechnical Journal,2015,52(9):1 345–1 359.
[9] VOLKWEIN A,MELIS L,HALLER B,et al. Protection from landslides and high speed rockfall events:reconstruction of Chapman?s Peak Drive[C]// IABSE Symposium,Lisbon 2005:Structures and Extreme Events. [S. l.]:[s. n.],2005:47–54.
[10] SONG D,ZHOU G G D,XU M,et al. Quantitative analysis of debris-flow flexible barrier capacity from momentum and energy perspectives[J]. Engineering Geology,2019,251:81–92.
[11] 肖思友,苏立君,姜元俊. 碎屑流冲击柔性网的离散元仿真研究[J].岩土工程学报,2019,41(3):526–533.(XIAO Siyou,SU Lijun,JIANG Yuanjun. Numerical investigation on flexible barriers impacted by dry granular flows using DEM modeling[J]. Chinese Journal of Geotechnical Engineering,2019,41(3):526–533.(in Chinese))
[12] WENDELER C,VOLKWEIN A,ROTH A,et al. Hazard prevention using flexible multi-level debris flow barrier[C]// Interpraevent. [S. l.]:[s. n.],2008:547–554.
[13] MARGRETH S,ROTH A. Interaction of flexible rockfall barriers with avalanches and snow pressure[J]. Cold Regions Science and Technology,2008,51 (2/3):168–177.
[14] 贺咏梅,成 铭. 柔性防护技术在泥石流防护中的应用及研究进展[J]. 水土保持研究,2007,3(14):292–294.(HE Yongmei,CHENG Ming. Research on the application of flexible system to mitigation of mudflow[J]. Research of Soil and Water Conservation,2007,3(14):292–294.(in Chinese))
[15] BRIGHENTI R,SEGALINI A,FERRERO A M. Debris flow hazard mitigation:a simplified analytical model for the design of flexible barriers[J]. Computers and Geotechnics,2013,54:1–15.
[16] ASHWOOD W,HUNGR O. Estimating the total resisting force in a flexible barrier impacted by a granular avalanche using physical and numerical modeling[J]. Canadian Geotechnical Journal,2016,53(10):1 700–1 717.
[17] SONG D,NG C W W,CHOI C E,et al. Influence of debris flow solid fraction on rigid barrier impact[J]. Canadian Geotechnical Journal,2017,54 (10):1 421–1 434.
[18] SONG D,CHOI C E,NG C W W,et al. Geophysical flows impacting a flexible barrier:effects of solid-fluid interaction[J]. Landslides,2017,15(1):99–110.
[19] FAUG T. Depth-averaged analytic solutions for free-surface granular flows impacting rigid walls down inclines[J]. Physical Review E,2015,92(6):062310.
[20] HE S,LIU W,LI X. Prediction of impact force of debris flows based on distribution and size of particles[J]. Environmental Earth Sciences,2016,75(4),https://link.springer.com/article/10.1007/s12665-015- 5180-2.
[21] KOO R C H,KWAN J S H,NG C W W,et al. Velocity attenuation of debris flows and a new momentum-based load model for rigid barriers[J]. Landslides,2016,14 (2):617–629.
[22] JIANG Y J,TOWHATA I. Experimental study of dry granular flow and impact behavior against a rigid retaining wall[J]. Rock Mechanics and Rock Engineering,2012,46 (4):713–729.
[23] JIANG Y J,ZHAO Y. Experimental investigation of dry granular flow impact via both normal and tangential force measurements[J]. Géotechnique Letters,2015,5 (1):33–38.
[24] AHMADIPUR A,QIU T,SHEIKH B. Investigation of basal friction effects on impact force from a granular sliding mass to a rigid obstruction[J]. Landslides,2019,16 (6):1 089–1 105.
[25] FERRERO A M,SEGALINI A,UMILI G. Experimental tests for the application of an analytical model for flexible debris flow barrier design[J]. Engineering Geology,2015,185:33–42.
[26] SHEN W G,ZHAO T,ZHAO J D,et al. Quantifying the impact of dry debris flow against a rigid barrier by DEM analyses[J]. Engineering Geology,2018,214(26):86–96.
[27] SIYOU X,LIJUN S,YUANJUN J. et al. Experimental investigation on the impact force of the dry granular flow against a flexible barrier[J]. Landslides,2020,17:1 465–1 483.
[28] KWAN J,CHEUNG R. Suggestion on design approaches for flexible debris-resisting barriers:Discussion Note DN1/2012[S]. Hong Kong,China:The Government of Hong Kong Standards and Testing Division,2012.
[29] LIU D C,YOU Y,LIU J F,et al. Spatial-temporal distribution of debris flow impact pressure on rigid barrier[J]. Journal of Mountain Science,2019,16(4):793–805.
[30] 阳友奎,原振华,杨 涛. 柔性防护系统及其工程设计与应用[M]. 北京:科学出版社,2015:33–36.(YANG Youkui,YUAN Zhenghua,YANG Tao. Flexible protection system and its engineering design and Application[M]. Beijing:Science Press,2015:33–36.(in Chinese))
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