Skip to main content
Erschienen in:

01.08.2024 | Original Paper

On the collision problem of simulant debris flow particles against concrete barriers of various strengths

verfasst von: Lina Luo, Kostas Senetakis

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 8/2024

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

This study investigates the collision mechanisms within particle-block systems, which are crucial for enhancing barrier designs intended to safeguard infrastructure from the impacts of debris flows. The study used Leighton Buzzard sand (LBS) grains and smooth glass beads (SGB) as simulants for debris flow particles to carry out impact tests, incorporating a novel laboratory technique that applies clay mineral coatings to simulate weathering effects on these particles. Additionally, comparative tests involving chrome steel balls (CSB) and rough glass beads (RGB) were conducted to evaluate the influence of particle properties on the collision behavior. The experiments focused on concrete barriers of varied strengths (the concrete grades include C25, C50, and C75), examining energy loss and the coefficient of restitution (COR). Findings indicated that energy dissipation occurred through the brittle to elastoplastic deformation of micro-asperities on SGB and LBS surfaces, with microparticle layers contributing to increased plastic energy loss in weathered grains. Notably, the redirection and rotation of irregularly shaped natural particles post-impact underscored significant mechanisms of energy redistribution. The concrete blocks with a lower compressive strength (C25) displayed greater surface plastic deformation, resulting in heightened energy dissipation and reduced COR. The study not only validated but also refined the impact force model in particle-block systems, proving its efficacy in predicting impact behaviors. These insights are crucial for understanding collision dynamics in particle-block systems.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat Armanini A, Larcher M, Odorizzi M (2011) Dynamic impact of a debris flow front against a vertical wall. In: Genevois R, Hamilton DL, Prestininzi A (eds) Proceedings of the 5th international conference on debris-flow hazards mitigation: mechanics, prediction and assessment, pp 1041–1049 Armanini A, Larcher M, Odorizzi M (2011) Dynamic impact of a debris flow front against a vertical wall. In: Genevois R, Hamilton DL, Prestininzi A (eds) Proceedings of the 5th international conference on debris-flow hazards mitigation: mechanics, prediction and assessment, pp 1041–1049
Zurück zum Zitat Banks M, Bridges NT, Benzit M (2005) Measurements of the coefficient of restitution of quartz sand on basalt: implications for abrasion rates on earth and mars. Lunar and Planetary Science, p 2116 Banks M, Bridges NT, Benzit M (2005) Measurements of the coefficient of restitution of quartz sand on basalt: implications for abrasion rates on earth and mars. Lunar and Planetary Science, p 2116
Zurück zum Zitat Choi CE, Ng CWW, Liu H, Wang Y (2020) Interaction between dry granular flow and rigid barrier with basal clearance: analytical and physical modelling. Can Geotech J 57(2):236–245CrossRef Choi CE, Ng CWW, Liu H, Wang Y (2020) Interaction between dry granular flow and rigid barrier with basal clearance: analytical and physical modelling. Can Geotech J 57(2):236–245CrossRef
Zurück zum Zitat Clelland R, Hrenya CM (2002) Simulations of a binary-sized mixture of inelastic grains in rapid shear flow. Phys Rev E 65:031301CrossRef Clelland R, Hrenya CM (2002) Simulations of a binary-sized mixture of inelastic grains in rapid shear flow. Phys Rev E 65:031301CrossRef
Zurück zum Zitat Cui Y, Choi CE, Lui LHD, Ng CWW (2018) Effects of particle size of mono-disperse granular flows impacting a rigid barrier. Nat Hazards 91:1179–1201CrossRef Cui Y, Choi CE, Lui LHD, Ng CWW (2018) Effects of particle size of mono-disperse granular flows impacting a rigid barrier. Nat Hazards 91:1179–1201CrossRef
Zurück zum Zitat Di C, Vecchiott M (2006) A rheological model for the description of boulder impacts on granular strata. Geotechnique, 56(7), 469 Di C, Vecchiott M (2006) A rheological model for the description of boulder impacts on granular strata. Geotechnique, 56(7), 469
Zurück zum Zitat Durda DD, Movshovitz N, Richardson DC et al (2011) Experimental determination of the coefficient of restitution for meter-scale granite spheres. Icarus, 211(1), 849–855CrossRef Durda DD, Movshovitz N, Richardson DC et al (2011) Experimental determination of the coefficient of restitution for meter-scale granite spheres. Icarus, 211(1), 849–855CrossRef
Zurück zum Zitat Froude MJ, Petley DN (2018) Global fatal landslide occurrence from 2004 to 2016. Nat Hazards Earth Syst 8:2161–2181CrossRef Froude MJ, Petley DN (2018) Global fatal landslide occurrence from 2004 to 2016. Nat Hazards Earth Syst 8:2161–2181CrossRef
Zurück zum Zitat Gao Z, Meguid MA (2018) Modeling the impact of a falling rock cluster on rigid structures. Int J Geomech 18(2):1–15CrossRef Gao Z, Meguid MA (2018) Modeling the impact of a falling rock cluster on rigid structures. Int J Geomech 18(2):1–15CrossRef
Zurück zum Zitat Goodwin SR, Choi CE (2021) Translational inertial effects and scaling considerations for coarse granular flows impacting landslide-resisting barriers. J Geotech Geoenvironmental Eng (ASCE) 147(12):04021153CrossRef Goodwin SR, Choi CE (2021) Translational inertial effects and scaling considerations for coarse granular flows impacting landslide-resisting barriers. J Geotech Geoenvironmental Eng (ASCE) 147(12):04021153CrossRef
Zurück zum Zitat Hürlimann M, Copons R (2006) Detailed debris flow hazard assessment in Andorra: a multidisciplinary approach. Geomorphology 78:359–372CrossRef Hürlimann M, Copons R (2006) Detailed debris flow hazard assessment in Andorra: a multidisciplinary approach. Geomorphology 78:359–372CrossRef
Zurück zum Zitat Iverson RM (1997) The physics of debris flows. Rev Geophys 35:245–296CrossRef Iverson RM (1997) The physics of debris flows. Rev Geophys 35:245–296CrossRef
Zurück zum Zitat Jin NG, Jin XY, Guo JF (2005) Relationship modeling of pore structure and strength of concrete. J Zhejiang Univ 39(11):1680–1684 Jin NG, Jin XY, Guo JF (2005) Relationship modeling of pore structure and strength of concrete. J Zhejiang Univ 39(11):1680–1684
Zurück zum Zitat Jóhannesson T, Gauer P, Issler P, Lied K (2009) The design of avalanche protection dams: recent practical and theoretical developments. European Commission, p 212 Jóhannesson T, Gauer P, Issler P, Lied K (2009) The design of avalanche protection dams: recent practical and theoretical developments. European Commission, p 212
Zurück zum Zitat Kong Y, Zhao J, Li X (2021a) Hydrodynamic dead zone in multiphase geophysical flows impacting a rigid obstacle. Powder Technol 386:335–349CrossRef Kong Y, Zhao J, Li X (2021a) Hydrodynamic dead zone in multiphase geophysical flows impacting a rigid obstacle. Powder Technol 386:335–349CrossRef
Zurück zum Zitat Kong Y, Li X, Zhao J (2021b) Quantifying the transition of impact mechanisms of geophysical flows against flexible barrier. Eng Geol 289:106–188CrossRef Kong Y, Li X, Zhao J (2021b) Quantifying the transition of impact mechanisms of geophysical flows against flexible barrier. Eng Geol 289:106–188CrossRef
Zurück zum Zitat Koo RCH, Kwan JSH, Ng CWW, Lam C, Choi CE, Song D, Pun WK (2017) Velocity attenuation of debris flows and a new momentum-based load model for rigid barriers. Landslides 14:617–629CrossRef Koo RCH, Kwan JSH, Ng CWW, Lam C, Choi CE, Song D, Pun WK (2017) Velocity attenuation of debris flows and a new momentum-based load model for rigid barriers. Landslides 14:617–629CrossRef
Zurück zum Zitat Krull F, Mathy J, Breuninger P, Antonyuk S (2021) Influence of the surface roughness on the collision behavior of fine particles in ambient fluids. Powder Technol 392:58–68CrossRef Krull F, Mathy J, Breuninger P, Antonyuk S (2021) Influence of the surface roughness on the collision behavior of fine particles in ambient fluids. Powder Technol 392:58–68CrossRef
Zurück zum Zitat Krumbein WC, Sloss LL (1951) Stratigraphy and sedimentation. Soil Sci 5:401–482CrossRef Krumbein WC, Sloss LL (1951) Stratigraphy and sedimentation. Soil Sci 5:401–482CrossRef
Zurück zum Zitat Kwan JSH (2012) Supplementary technical guidance on design of rigid debris -resisting barriers. Geotechnical Engineering Office Kwan JSH (2012) Supplementary technical guidance on design of rigid debris -resisting barriers. Geotechnical Engineering Office
Zurück zum Zitat Li G, Zhao Y, Pang S, Li Y (1999) Effective Young’s modulus estimation of concrete. Cem Concr Res 29:1455–1462CrossRef Li G, Zhao Y, Pang S, Li Y (1999) Effective Young’s modulus estimation of concrete. Cem Concr Res 29:1455–1462CrossRef
Zurück zum Zitat Li X, Dong M, Li S, Shang Y (2019) Experimental and theoretical studies of the relationship between dry and humid normal restitution coefficients. J Aerosol Sci 129:16–27CrossRef Li X, Dong M, Li S, Shang Y (2019) Experimental and theoretical studies of the relationship between dry and humid normal restitution coefficients. J Aerosol Sci 129:16–27CrossRef
Zurück zum Zitat Luo L, Kasyap SS, He H, Senetakis K (2022a) Laboratory and discrete-based numerical investigation on the collision problem of impactor-block systems with soft-porous and hard-crystalline analog rocks. Int J Numer Anal Meth Geomech 1–23. https://doi.org/10.1002/nag.3313 Luo L, Kasyap SS, He H, Senetakis K (2022a) Laboratory and discrete-based numerical investigation on the collision problem of impactor-block systems with soft-porous and hard-crystalline analog rocks. Int J Numer Anal Meth Geomech 1–23. https://​doi.​org/​10.​1002/​nag.​3313
Zurück zum Zitat Luo L, Kasyap SS, He H, Senetakis K (2022b) Experimental and DEM studies on the normal coefficient of restitution of grain-block systems in the presence of thick and thin water layers under low velocity impacts. Comput Geotech 146:104711CrossRef Luo L, Kasyap SS, He H, Senetakis K (2022b) Experimental and DEM studies on the normal coefficient of restitution of grain-block systems in the presence of thick and thin water layers under low velocity impacts. Comput Geotech 146:104711CrossRef
Zurück zum Zitat Marinack MC Jr., Musgrave RE, Higgs CF III (2013) Experimental investigations on the coefficient of restitution of single particles. Tribol Trans 56:572–580CrossRef Marinack MC Jr., Musgrave RE, Higgs CF III (2013) Experimental investigations on the coefficient of restitution of single particles. Tribol Trans 56:572–580CrossRef
Zurück zum Zitat Moriguchi S, Borja RI, Yashima A, Sawada K (2009) Estimating the impact force generated by granular flow on a rigid obstruction. Acta Geotech 4:57–71CrossRef Moriguchi S, Borja RI, Yashima A, Sawada K (2009) Estimating the impact force generated by granular flow on a rigid obstruction. Acta Geotech 4:57–71CrossRef
Zurück zum Zitat Ng CWW, Choi CE (2013) Physical and Numerical Modelling of landslide debris mechanisms and the application of baffles. First Int Conf Landslides’ risk 440:59–78 Ng CWW, Choi CE (2013) Physical and Numerical Modelling of landslide debris mechanisms and the application of baffles. First Int Conf Landslides’ risk 440:59–78
Zurück zum Zitat Ng CWW, Wang C, Choi CE, De Silva WARK, Poudyal S (2020) Effects of barrier deformability on load reduction and energy dissipation of granular flow impact. Comput Geotech 121:103445CrossRef Ng CWW, Wang C, Choi CE, De Silva WARK, Poudyal S (2020) Effects of barrier deformability on load reduction and energy dissipation of granular flow impact. Comput Geotech 121:103445CrossRef
Zurück zum Zitat Ng CWW, Liu H, Choi CE, Kwan JSH, Pun WK (2021) Impact dynamics of boulder-enriched debris flow on a rigid barrier. J Geotech Geoenvironmental Eng (ASCE) 147(3):04021004CrossRef Ng CWW, Liu H, Choi CE, Kwan JSH, Pun WK (2021) Impact dynamics of boulder-enriched debris flow on a rigid barrier. J Geotech Geoenvironmental Eng (ASCE) 147(3):04021004CrossRef
Zurück zum Zitat Reddy SC, He N, Senetakis H, K (2023a) Toward a fundamental understanding of the impact mechanisms of analog proppant-clastic rock systems through numerical analysis. Geoenergy Sci Eng 227:211853CrossRef Reddy SC, He N, Senetakis H, K (2023a) Toward a fundamental understanding of the impact mechanisms of analog proppant-clastic rock systems through numerical analysis. Geoenergy Sci Eng 227:211853CrossRef
Zurück zum Zitat Reddy SC, He N, Senetakis H, K (2023b) DEM multi-scale insights on the pre-failure behavior of mature structured sands: influence of bond type, amount, breakage pattern and heterogeneity. Int J Numer Anal Meth Geomech 47(14):2587–2617CrossRef Reddy SC, He N, Senetakis H, K (2023b) DEM multi-scale insights on the pre-failure behavior of mature structured sands: influence of bond type, amount, breakage pattern and heterogeneity. Int J Numer Anal Meth Geomech 47(14):2587–2617CrossRef
Zurück zum Zitat Sandeep CS, Luo L, Senetakis K (2020) Effect of grain size and surface roughness on the normal coefficient of restitution of single grains. Materials 814:1–13 Sandeep CS, Luo L, Senetakis K (2020) Effect of grain size and surface roughness on the normal coefficient of restitution of single grains. Materials 814:1–13
Zurück zum Zitat Sandeep CS, Senetakis K, Cheung DKH, Choi CE, Wang Y, Coop MR, Ng CWW (2021) Experimental study on the coefficient of restitution of grain against block interfaces for natural and engineered materials. Can Geotech J 58(1):35–48CrossRef Sandeep CS, Senetakis K, Cheung DKH, Choi CE, Wang Y, Coop MR, Ng CWW (2021) Experimental study on the coefficient of restitution of grain against block interfaces for natural and engineered materials. Can Geotech J 58(1):35–48CrossRef
Zurück zum Zitat Song D, Ng CWW, Choi CE, Zhou GGD, Kwan JSH, Koo RCH (2017) Influence of debris flow solid fraction on rigid barrier impact. Can Geotech J 54(10):1421–1434CrossRef Song D, Ng CWW, Choi CE, Zhou GGD, Kwan JSH, Koo RCH (2017) Influence of debris flow solid fraction on rigid barrier impact. Can Geotech J 54(10):1421–1434CrossRef
Zurück zum Zitat Teufelsbauer H, Wang Y, Pudasaini SP, Borja RI, Wu W (2011) DEM simulation of impact force exerted by granular flow on rigid structures. Acta Geotech 6:119CrossRef Teufelsbauer H, Wang Y, Pudasaini SP, Borja RI, Wu W (2011) DEM simulation of impact force exerted by granular flow on rigid structures. Acta Geotech 6:119CrossRef
Zurück zum Zitat Thornton C (1997) Coefficient of Restitution for Collinear collisions of ElasticPerfectly Plastic spheres. J Appl Mechanic 64:383–386CrossRef Thornton C (1997) Coefficient of Restitution for Collinear collisions of ElasticPerfectly Plastic spheres. J Appl Mechanic 64:383–386CrossRef
Zurück zum Zitat Tsuiji Y, Kawaguchi T, Tanaka T (1993) Discrete particle simulation of two-dimensional fluidized bed. Powder Technol 77(1):79–87CrossRef Tsuiji Y, Kawaguchi T, Tanaka T (1993) Discrete particle simulation of two-dimensional fluidized bed. Powder Technol 77(1):79–87CrossRef
Zurück zum Zitat Turmel D, Locat J (2010) Numerical modelling of underwater rockfalls. Canad Geotech J 48(1):16–25CrossRef Turmel D, Locat J (2010) Numerical modelling of underwater rockfalls. Canad Geotech J 48(1):16–25CrossRef
Zurück zum Zitat Uzi A, Levy A (2018) Energy absorption by the particle and the surface during impact Uzi A, Levy A (2018) Energy absorption by the particle and the surface during impact
Zurück zum Zitat Viccione G, Ferlisi S, Marra E (2015) A numerical investigation of the interaction between debris flows and defense barriers. Advances in environmental and geological science and engineering, proceedings of the 8th international conference on environmental and geological science and engineering (EG’15) (eds A. Bulucea, G. Viccione and C. Guarnaccia), 332–342 Viccione G, Ferlisi S, Marra E (2015) A numerical investigation of the interaction between debris flows and defense barriers. Advances in environmental and geological science and engineering, proceedings of the 8th international conference on environmental and geological science and engineering (EG’15) (eds A. Bulucea, G. Viccione and C. Guarnaccia), 332–342
Zurück zum Zitat Wang Y, Jiang W, Cheng S, Song P, Mao C (2018) Effects of the impact angle on the coefficient of restitution in rockfall analysis based on a medium-scale laboratory test. Nat Hazards Earth Syst Sci 18:3045–3061CrossRef Wang Y, Jiang W, Cheng S, Song P, Mao C (2018) Effects of the impact angle on the coefficient of restitution in rockfall analysis based on a medium-scale laboratory test. Nat Hazards Earth Syst Sci 18:3045–3061CrossRef
Zurück zum Zitat Zhou B, Wang J, Wang HB (2018) Three-dimensional sphericity, roundness and fractal dimension of sand particles. Géotechnique 68(1):18–30CrossRef Zhou B, Wang J, Wang HB (2018) Three-dimensional sphericity, roundness and fractal dimension of sand particles. Géotechnique 68(1):18–30CrossRef
Metadaten
Titel
On the collision problem of simulant debris flow particles against concrete barriers of various strengths
verfasst von
Lina Luo
Kostas Senetakis
Publikationsdatum
01.08.2024
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 8/2024
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-024-03807-6