Scientific Research and Essays

  • Abbreviation: Sci. Res. Essays
  • Language: English
  • ISSN: 1992-2248
  • DOI: 10.5897/SRE
  • Start Year: 2006
  • Published Articles: 2748

Full Length Research Paper

Numerical simulation of rainfall-induced rock mass collapse and debris flow

Jikun Zhao
  • Jikun Zhao
  • College of Engineering, Nanjing Agricultural University, Nanjing 210031, China, Jiangsu Key Laboratory for Intelligent Agricultural Equipment, Nanjing 210031, China.
  • Google Scholar
Dan Wang
  • Dan Wang
  • College of Engineering, Nanjing Agricultural University, Nanjing 210031, China.
  • Google Scholar
Daming Zhang
  • Daming Zhang
  • Department of Industrial Technology, California State University, Fresno 93740, Amercica.
  • Google Scholar
Huiqing Zhang
  • Huiqing Zhang
  • College of Engineering, Nanjing Agricultural University, Nanjing 210031, China.
  • Google Scholar


  •  Received: 28 May 2014
  •  Accepted: 26 September 2014
  •  Published: 15 October 2014

References

Costard F, Forget F, Mangold N, Peulvast JP (2002). Formation of recent Martian Debris Flows by melting of near-surface ground ice at high obliquity. Sci. 295(4):110-113.
Crossref

 

Fan YY, Wang SJ, Wang EZ, Liu XL (2010). Simulationanalysisofdynamicprocessof entrainmentof path material by debris flow. Chinese J. Rock Mech. Eng. 29(S2):4146-4152.

 

 

Federicoa T, Michaele P (2007). Discrete element method for modeling solid and particulate materials. Int. J. Numer. Methods Eng. 70(4):379-404.
Crossref

 

 

Iverson R (1997).The physics of debris flows. Rev. Geophysics 35(3):245-296.
Crossref

 

 

Jiang JC, Yokino K, Yamagami T (2008). Identification of dem parameters for rockfall simulation analysis. Chinese J. Rock Mech. Eng. 27(12):2418-2430.

 

 

Kane I, Ponten A (2012). Submarine transitional flow deposits in the Paleogene Gulf of Mexico. Geol. 40(12):1119-1122.
Crossref

 

 

Lei YJ, Wang SHL (2006). Stability analysis of jointed rock slope by strength reduction method based on UDEC. Rock Soil Mech. 27(10):1693-1698.

 

 

Li KG, Hou KP, Zhang CHL (2009). Experiment study on shear characteristics of saturated rock mass. J. Central South Univ. Sci. Technol. 40(2):538-542.

 

 

Li SH H, Liu TP, Liu XY (2009). Analysis method for landslide stability. Chinese J. Rock Mech. Eng. 28(S2):3309-3324.

 

 

Mohsin JB, Muhammad U, Raheel Q (2013). Landslide dam and subsequent dam-break flood estimation using HEC-RAS model in Northern Pakistan. Nat. Hazards. 65(1):241-254.
Crossref

 

 

Neal RI, Denis C, Thomas SH (2003). Effects of Basal Debris on Glacier Flow Sci. 301(4):81-84.

 

 

Nicholas TL, Andrew JM, Gordon EG, Paul K (2014). Debris flow initiation in proglacial gullies on Mount Rainier, Washington. Geomorphol. 226(1):249-260.

 

 

Sitharam TG, Vinod JS (2010). Evaluation of shear modulus and damping ratio of granular materials using discrete element approach. Geotechn. Geol Eng. 28(5):591-601.

 

 

Tang ZHP, Xu JL (2007). A combined discrete cylindrical shell finite element multiscale method and its application. Chinese J. Comput. Mech. 24(5):591-596.

 

 

Wang YN, Fulvio T (2011). Discrete element modeling of rock fragmentation upon impact in rock fall analysis. Rock Mech. Rock Eng. 44(1):23-25.
Crossref

 

 

Zhang WS, Zhao YX, Cui P, Peng H, Chen XJ (2012).Two-dimensional numerical model for debrisflow motion and gully bed evolution. Sci. Soil Water Conserv. 10(1):1-5.

 

 

Zhao JK, Li, H, Zhang HQ (2013). Characteristics study on meso-mechanical models of geotechnical based on discrete element method. J. Disaster Prevent ion Mitigation Eng. 33(2):218-224.

 

 

Zhou J, Deng YB, Jia MC, Wang JQ (2010). Coupling method of two-dimensional discontinum based on contact between particle and element. Chinese J. Geotech. Eng. 32(10):1479-1484.