Skip to main content
Erschienen in: Bulletin of Engineering Geology and the Environment 4/2019

10.05.2018 | Original Paper

Effects of the configuration of a baffle–avalanche wall system on rock avalanches in Tibet Zhangmu: discrete element analysis

verfasst von: YuZhang Bi, SiMing He, YanJun Du, XinPo Sun, XinPo Li

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 4/2019

Einloggen

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

search-config
loading …

Abstract

Rock avalanches with a high mobility and kinetic energy pose a potential geological risk to surrounding buildings. Baffles and avalanche walls are effective ways to protect these buildings. However, the primary focus of previous studies has been on baffles or avalanche walls alone, and there have been very few studies investigating the effectiveness of a combination of baffles and avalanche walls as a countermeasure against rock avalanches. In addition, previous studies on lab-scale tests and numerical analyses often did not take the actual topography effects into consideration. In this study we adopted a numerical simulation approach based on an actual project in the town of Zhangmu, Tibet, with the aim to investigate the effect of different configurations of a combined baffle–avalanche wall system on impeding the kinetic energy of rock avalanches. A series of numerical analyses with discrete element methods (DEM) were conducted. First, the effect of three different pile groups on the reduction of the effect of the rock avalanche was studied using the numerical modeling study. Secondly, the influence of the size of the retaining wall on the maximum impact force of the rock avalanche was studied. Finally, a DEM modeling study on the energy dissipation capacity of the baffle–avalanche wall system was conducted. The results demonstrate that an arrangement of different baffle–avalanche wall systems will produce different results in terms of dissipating the energy of rock avalanches: when the wall is long enough to block all rock masses, enhancing baffle density will decrease the maximum impact force exerted on the avalanche wall; however, if the wall is just long enough to protect the target region, reducing baffle density will decrease the maximum impact force exerted on the avalanche wall. The results of this study are significant in terms of providing guidelines for the design of baffle–avalanche wall systems for protection against rock avalanches.

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 Ai J, Chen J-F, Rotter JM, Ooi JY (2011) Assessment of rolling resistance models in discreteelement simulations. Powder Technol 206(3):269–282 Ai J, Chen J-F, Rotter JM, Ooi JY (2011) Assessment of rolling resistance models in discreteelement simulations. Powder Technol 206(3):269–282
Zurück zum Zitat Aydan Ö (2016) Some considerations on a large landslide at the left Bank of the Aratozawa dam Caused by the 2008 Iwate–Miyagi intraplate earthquake. Rock Mech Rock Eng 49(6):2525–2539CrossRef Aydan Ö (2016) Some considerations on a large landslide at the left Bank of the Aratozawa dam Caused by the 2008 Iwate–Miyagi intraplate earthquake. Rock Mech Rock Eng 49(6):2525–2539CrossRef
Zurück zum Zitat Azzoni A, De Freitas MH (1995) Prediction of rockfall trajectories with the aid of in situ test. Rock Mech Rock Eng 28(2):111–124CrossRef Azzoni A, De Freitas MH (1995) Prediction of rockfall trajectories with the aid of in situ test. Rock Mech Rock Eng 28(2):111–124CrossRef
Zurück zum Zitat Bi Y, He S, Li X et al (2016a) Effects of segregation in binary granular mixture avalanches down inclined chutes impinging on defending structures. Environ. Earth Sci 75(3):263CrossRef Bi Y, He S, Li X et al (2016a) Effects of segregation in binary granular mixture avalanches down inclined chutes impinging on defending structures. Environ. Earth Sci 75(3):263CrossRef
Zurück zum Zitat Bi Y, He S, Li X et al (2016b) Geo-engineered buffer capacity of two-layered absorbing system under the impact of rock avalanches based on discrete element method. J Mt Sci 13(5):917–929CrossRef Bi Y, He S, Li X et al (2016b) Geo-engineered buffer capacity of two-layered absorbing system under the impact of rock avalanches based on discrete element method. J Mt Sci 13(5):917–929CrossRef
Zurück zum Zitat Bi Y, Du Y, He S, Sun X, Wang D, Li X, Liang H, Wu Y (2018) Numerical analysis of effect of baffle configuration on impact force exerted from rock avalanches. Landslides 15(5):1029–1043 Bi Y, Du Y, He S, Sun X, Wang D, Li X, Liang H, Wu Y (2018) Numerical analysis of effect of baffle configuration on impact force exerted from rock avalanches. Landslides 15(5):1029–1043
Zurück zum Zitat Choi CE, Ng CWW, Law RPH et al (2014) Computational investigation of baffle configuration on impedance of channelized debris flow. Can Geotech J 52(2):182–197CrossRef Choi CE, Ng CWW, Law RPH et al (2014) Computational investigation of baffle configuration on impedance of channelized debris flow. Can Geotech J 52(2):182–197CrossRef
Zurück zum Zitat Cosenza E, Cozzolino L, Pianese D, Fabbrocino G, Acanfora M (2006) Concrete structures for mitigation of debris-flow hazard in the Montoro Inferiore Area, Southern Italy. 2nd International Congress, IFSC, Naples, pp 1–12 Cosenza E, Cozzolino L, Pianese D, Fabbrocino G, Acanfora M (2006) Concrete structures for mitigation of debris-flow hazard in the Montoro Inferiore Area, Southern Italy. 2nd International Congress, IFSC, Naples, pp 1–12
Zurück zum Zitat Cox SC, Allen SK (2009) Vampire rock avalanches of January 2008 and 2003, southern alps, New Zealand. Landslides 6(2):161–166CrossRef Cox SC, Allen SK (2009) Vampire rock avalanches of January 2008 and 2003, southern alps, New Zealand. Landslides 6(2):161–166CrossRef
Zurück zum Zitat Cundall PA, Strack ODL (1979) A discrete numerical model for granular assemblies. Geotechnique 29(1):47–65CrossRef Cundall PA, Strack ODL (1979) A discrete numerical model for granular assemblies. Geotechnique 29(1):47–65CrossRef
Zurück zum Zitat Davies TR, McSaveney MJ (1999) Runout of dry granular avalanches. Can Geotech J 36(2):313–320CrossRef Davies TR, McSaveney MJ (1999) Runout of dry granular avalanches. Can Geotech J 36(2):313–320CrossRef
Zurück zum Zitat Davies TR, McSaveney MJ (2002) Dynamic simulation of the motion of fragmenting rock avalanches. Can Geotech J 39(4):789–798CrossRef Davies TR, McSaveney MJ (2002) Dynamic simulation of the motion of fragmenting rock avalanches. Can Geotech J 39(4):789–798CrossRef
Zurück zum Zitat Grämiger LM, Moore JR, Vockenhuber C et al (2016) Two early Holocene rock avalanches in the Bernese alps (Rinderhorn, Switzerland). Geomorphology 268:207–221CrossRef Grämiger LM, Moore JR, Vockenhuber C et al (2016) Two early Holocene rock avalanches in the Bernese alps (Rinderhorn, Switzerland). Geomorphology 268:207–221CrossRef
Zurück zum Zitat He SM, Liu W, Wang J (2015) Dynamic simulation of landslide based on thermo-poro-elastic approach. Comput Geosci 75:24–32CrossRef He SM, Liu W, Wang J (2015) Dynamic simulation of landslide based on thermo-poro-elastic approach. Comput Geosci 75:24–32CrossRef
Zurück zum Zitat Hungr O, Evans SG (2004) Entrainment of debris in rock avalanches: an analysis of a long run-out mechanism. Geol Soc Am Bull 116(9–10):1240–1252CrossRef Hungr O, Evans SG (2004) Entrainment of debris in rock avalanches: an analysis of a long run-out mechanism. Geol Soc Am Bull 116(9–10):1240–1252CrossRef
Zurück zum Zitat Hungr O, Leroueil S, Picarelli L (2014) The Varnes classification of landslide types, an update. Landslides 11(2):167–194CrossRef Hungr O, Leroueil S, Picarelli L (2014) The Varnes classification of landslide types, an update. Landslides 11(2):167–194CrossRef
Zurück zum Zitat Itasca Consulting Group Inc (2016) PFC3D particle flow code in 3 dimensions. User’s guide. Itasca Consulting Group Inc, Minneapolis Itasca Consulting Group Inc (2016) PFC3D particle flow code in 3 dimensions. User’s guide. Itasca Consulting Group Inc, Minneapolis
Zurück zum Zitat Jóhannesson T, Gauer P, Issler P, et al (2009) The design of avalanche protection dams: recent practical and theoretical developments. Office for Official Publications of the European Communities, Luxembourg. https://doi.org/10.2777/12871 Jóhannesson T, Gauer P, Issler P, et al (2009) The design of avalanche protection dams: recent practical and theoretical developments. Office for Official Publications of the European Communities, Luxembourg. https://​doi.​org/​10.​2777/​12871
Zurück zum Zitat Li B, Xing A, Xu C (2017) Simulation of a long-runout rock avalanche triggered by the Lushan earthquake in the Tangjia Valley, Tianquan, Sichuan, China. Eng Geol 218:107–116CrossRef Li B, Xing A, Xu C (2017) Simulation of a long-runout rock avalanche triggered by the Lushan earthquake in the Tangjia Valley, Tianquan, Sichuan, China. Eng Geol 218:107–116CrossRef
Zurück zum Zitat Li X, He S, Luo Y et al (2010) Discrete element modeling of debris avalanche impact on retaining walls. J Mt Sci 7(3):276–281CrossRef Li X, He S, Luo Y et al (2010) Discrete element modeling of debris avalanche impact on retaining walls. J Mt Sci 7(3):276–281CrossRef
Zurück zum Zitat Liu W, He S (2018) A two-layer model for the intrusion of two-phase debris flow into a river. Q J Eng Geol Hydrogeol 51(1):113–123CrossRef Liu W, He S (2018) A two-layer model for the intrusion of two-phase debris flow into a river. Q J Eng Geol Hydrogeol 51(1):113–123CrossRef
Zurück zum Zitat Mollon G, Richefeu V, Villard P et al (2015) Discrete modelling of rock avalanches: sensitivity to block and slope geometries. Granul Matter 17(5):645–666CrossRef Mollon G, Richefeu V, Villard P et al (2015) Discrete modelling of rock avalanches: sensitivity to block and slope geometries. Granul Matter 17(5):645–666CrossRef
Zurück zum Zitat Ng CWW, Choi CE, Kwan JSH et al (2014) Effects of baffle transverse blockage on landslide debris impedance. Proc Earth Planet Sci 9:3–13CrossRef Ng CWW, Choi CE, Kwan JSH et al (2014) Effects of baffle transverse blockage on landslide debris impedance. Proc Earth Planet Sci 9:3–13CrossRef
Zurück zum Zitat Ng CWW, Choi CE, Song D et al (2015) Physical modeling of baffles influence on landslide debris mobility. Landslides 12(1):1–18CrossRef Ng CWW, Choi CE, Song D et al (2015) Physical modeling of baffles influence on landslide debris mobility. Landslides 12(1):1–18CrossRef
Zurück zum Zitat Qi S, Xu Q, Zhang B et al (2011) Source characteristics of long runout rock avalanches triggered by the 2008 Wenchuan earthquake, China. J Asian Earth Sci 40(4):896–906CrossRef Qi S, Xu Q, Zhang B et al (2011) Source characteristics of long runout rock avalanches triggered by the 2008 Wenchuan earthquake, China. J Asian Earth Sci 40(4):896–906CrossRef
Zurück zum Zitat Salciarini D, Tamagnini C, Conversini P (2009) Numerical approaches for rockfall analysis: a comparison. Proceedings of the 18th International Congress on Modelling and Simulation, Cairns, Australia, p 2706–2712 Salciarini D, Tamagnini C, Conversini P (2009) Numerical approaches for rockfall analysis: a comparison. Proceedings of the 18th International Congress on Modelling and Simulation, Cairns, Australia, p 2706–2712
Zurück zum Zitat Savage SB, Hutter K (1989) The motion of a finite mass of granular material down a rough incline. J Fluid Mech 199:177–215CrossRef Savage SB, Hutter K (1989) The motion of a finite mass of granular material down a rough incline. J Fluid Mech 199:177–215CrossRef
Zurück zum Zitat Strom AL (2004) Rock avalanches of the Ardon River valley at the southern foot of the rocky range, northern Caucasus, north Osetia. Landslides 1(3):237–241CrossRef Strom AL (2004) Rock avalanches of the Ardon River valley at the southern foot of the rocky range, northern Caucasus, north Osetia. Landslides 1(3):237–241CrossRef
Zurück zum Zitat Tokashiki N, Aydan Ö (2011) Kita-Uebaru natural rock slope failure and its back analysis. Environ Earth Sci 62(1):25–31CrossRef Tokashiki N, Aydan Ö (2011) Kita-Uebaru natural rock slope failure and its back analysis. Environ Earth Sci 62(1):25–31CrossRef
Zurück zum Zitat Ulusay R, Aydan Ö, Kılıc R (2007) Geotechnical assessment of the 2005 Kuzulu landslide (Turkey). Eng Geol 89(1–2):112–128CrossRef Ulusay R, Aydan Ö, Kılıc R (2007) Geotechnical assessment of the 2005 Kuzulu landslide (Turkey). Eng Geol 89(1–2):112–128CrossRef
Zurück zum Zitat Wensrich CM, Katterfeld A (2012) Rolling friction as a technique for modelling particle shape in DEM. Powder Technol 217:409–417 Wensrich CM, Katterfeld A (2012) Rolling friction as a technique for modelling particle shape in DEM. Powder Technol 217:409–417
Zurück zum Zitat Xing A, Yuan X, Xu Q, et al (2017) Characteristics and numerical runout modelling of a catastrophic rock avalanche triggered by the Wenchuan earthquake in the Wenjia valley, Mianzhu, Sichuan, China. Landslides 14(1):83–98 Xing A, Yuan X, Xu Q, et al (2017) Characteristics and numerical runout modelling of a catastrophic rock avalanche triggered by the Wenchuan earthquake in the Wenjia valley, Mianzhu, Sichuan, China. Landslides 14(1):83–98
Metadaten
Titel
Effects of the configuration of a baffle–avalanche wall system on rock avalanches in Tibet Zhangmu: discrete element analysis
verfasst von
YuZhang Bi
SiMing He
YanJun Du
XinPo Sun
XinPo Li
Publikationsdatum
10.05.2018
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 4/2019
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-018-1284-8

Weitere Artikel der Ausgabe 4/2019

Bulletin of Engineering Geology and the Environment 4/2019 Zur Ausgabe