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Protective effects of baffles with different positions,row spacings,heights on debris flow impact

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摘要 The baffle effectively slowed down debris flow velocity,reduced its kinetic energy,and significantly shortened the distance of debris flow movement.Consequently,they are widely used for protection against natural hazards such as landslides and mudslides.This study,based on the threedimensional DEM(Discrete Element Method),investigated the impact of different baffle positions on debris flow protection.Debris flow velocity and kinetic energy variations were studied through single-factor experiments.Suitable baffle positions were preliminarily selected by analyzing the influence of the first-row baffle position on the impact force and accumulation mass of debris flow.Subsequently,based on the selected baffle positions and four factors influencing the effectiveness of baffle protection(baffle position(P),baffle height(h),row spacing(S_(r)),and angle of transit area(α)),an orthogonal design was employed to further explore the optimal arrangement of baffles.The research results indicate that the use of a baffle structure could effectively slow down the motion velocity of debris flows and dissipate their energy.When the baffle is placed in the transit area,the impact force on the first-row baffle is greater than that when the baffle is placed in the deposition area.Similarly,when the baffle is placed in the transit area,the obstruction effect on debris flow mass is also greater than that when the baffle is placed in the deposition area.Through orthogonal experimental range analysis,when the impact on the first row of baffles is used as the evaluation criterion,the importance of each influencing factor is ranked asα>P>S_(r)>h.When the mass of debris flow behind the baffle is regarded as the evaluation criterion,the rank is changed to P>α>S_(r)>h.The experimental simulation results show that the optimal baffle arrangement is:P_(5),S_(r)=16,α=35°,h=9.
出处 《Journal of Mountain Science》 SCIE CSCD 2024年第7期2352-2367,共16页 山地科学学报(英文)
基金 provided by the National Natural Science Foundation of China(Grant No.41977233) the key projects of the Science and Technology Department of Sichuan Province(Grant No.2020YJ0360) Sichuan Education and Teaching Reform project(Grant No.JG2021-1069) the opening project of Sichuan province university key Laboratory(Grant No.SC_FQWLY-2020-Z-02)。
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  • 1HUANG RunQiu,LI WeiLe.Development and distribution of geohazards triggered by the 5.12 Wenchuan Earthquake in China[J].Science China(Technological Sciences),2009,52(4):810-819. 被引量:31
  • 2黄润秋.20世纪以来中国的大型滑坡及其发生机制[J].岩石力学与工程学报,2007,26(3):433-454. 被引量:1139
  • 3Berthet-Rambaud P, Mazars J, Daudeville L (004) Numerical modeling of rockfall impacts on reinforced concrete slabs for the design of new rock sheds. In Proceedings Framcos 5: 957- 964.
  • 4Bourrier F, Nicot F, Darve F (2008) Physical processes within a 2D granular layer during an impact. Granular Matter 10(6): 415-437. DOI: 10.10O7/S10O35-o08-0108-o.
  • 5Bi Y, He S, Li X, et al. (2016) Effects of segregation in binary granular mixture avalanches down inclined chutes impinging on defending structures. Environmental Earth Sciences 75(3): 1-8. DOI 10.10O7/S12665-015-5076-1.
  • 6Calvetti F, Di Prisco C, Vecchiotti M (2005) Experimental and numerical study of rock-fall impacts on granular soils. Rivista Italiana di Geotecnica 4: 95-i09.
  • 7Calvetti F (2011) Rockfall shelters covered by granular layers: Experiments and design approach. European Journal of Environmental and Civil Engineering 15(sup1): 73-10o. DOI: 10.108O/19648189.2011.9695305.
  • 8Chap10t , Walter C, Curmi P (2000) Improving soil hydromorphy prediction according to DEM res01ution and available ped01ogieal data. Geoderma 97(3): 405-422. DOI: 10.1016/So016-7061(00)00o48-3.
  • 9Cheng Y P, B01ton M D, Nakata Y (9004) Crushing and plastic deformation of softs simulated using DEM. Geotechnique 54(2): 131-141.
  • 10Cui P, Chen XQ, Zhu YY, et al. (2011) The Wenchuan earthquake (May 12, 2008), Sichuan province, China, and resulting geohazards. Natural Hazards 56(1): 19-36. DOI: 10.10O7/ s11069-009-9392-1.

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