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Transactions Papers

Advanced numerical analysis of landslide debris mobility and barrier interaction

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Pages 76-89 | Received 04 Dec 2017, Accepted 03 Apr 2018, Published online: 31 Jul 2018

References

  • Hungr O. A model for the run-out analysis of rapid flow slides, debris flows, and avalanches. Can Geotech J. 1995;32:610–623. doi: 10.1139/t95-063
  • Kwan JSH, Sun HW. An improved landslide mobility model. Can Geotech J. 2006;43:531–539. doi: 10.1139/t06-010
  • Law RPH, Kwan JSH, Ko FWY. Validation of geotechnical computer program “3d-DMM (SPH Version 2.0)”. GEO Technical Note TN3/2016. Hong Kong: Geotechnical Engineering Office, the HKSAR Government; 2016.
  • Koo RCH, Kwan JSH, Lam C, et al. Back-analysis of geophysical flows using 3-dimensional runout model. Can Geotech J. 2017. doi: 10.1139/cgj-2016-0578.
  • Kwan JSH, Cheung RWM. Suggestions on design approaches for flexible debris-resisting barriers. Discussion Note DN 1/2012. Hong Kong: Geotechnical Engineering Office, the HKSAR Government; 2012.
  • Volkwein AKH. Numerical simulation of flexible rockfall protection systems. Thesis for doctor of technical sciences of the Swiss Federal Institute of Technology Zurich; 2004.
  • Chan SL, Zhou ZH, Liu YP. Numerical analysis and design of flexible barriers allowing for sliding nodes and large deflection effects. In: Proceedings of the one day seminar on natural terrain hazards mitigation measures; Hong Kong; 2012. p. 29–43.
  • Ng AKL, Williamson SJ, Chong AKT. Developments in design considerations and use of flexible barriers as mitigation measures for channelised debris flow and open hillslope failures – A case study. In: Proceedings of the One Day Seminar on Natural Terrain Hazard Mitigation Measures. Hong Kong; 2012. p. 61–66.
  • Bugnion L, Boetticher A, Wendeler C. Large scale field testing of hillslope debris flows resulting in the design of flexible protection barriers. 12th congress Interpraevent; 2012. p. 59–66.
  • Livermore Software Technology Corporation. LS-DYNA theory manual. Livermore (California): Livermore Software Technology Corporation; 2017.
  • Yiu J, Pappin J, Stuart R, et al. Landslide mobility and flexible barrier modelling using LS-DYNA. In: Lau CK, Chan E, Kwan J, editors. Proceedings of the AGS seminar on natural terrain hazards mitigation measures; 2012 Oct 16, Hong Kong: AGS; 2012. p. 67–77.
  • Huang Y, Yiu J, Pappin J, et al. Numerical investigation of landslide mobility and debris-resistant flexible barrier with LS-DYNA. In: Proceedings, the 13th International LS-DYNA Users Conference; Michigan, USA: Dearborn; 2014. p. 1–12.
  • Kwan JSH, Koo RCH, Ng CWW. Landslide mobility analysis for design of multiple debris-resisting barriers. Can Geotech J. 2015;52(9):1345–1359. doi: 10.1139/cgj-2014-0152
  • Lo DOK. Review of natural terrain landslide debris-resisting barrier design. GEO Report No. 104. Hong Kong: Geotechnical Engineering Office, the HKSAR Government; 2000.
  • Geotechnical Engineering Office. Guidelines on the assessment of debris mobility for channelised debris flows. GEO Technical Guidance Note No. 29. Hong Kong: Geotechnical Engineering Office, the HKSAR; 2011. p. 6.
  • Geotechnical Engineering Office. Guidelines on the assessment of debris mobility for open hillslope failures. GEO Technical Guidance Note No. 34. Hong Kong: Geotechnical Engineering Office, the HKSAR Government; 2012. p. 16.
  • Geotechnical Engineering Office. Guidelines on the assessment of debris mobility for failures within topographic depression catchments. GEO Technical Guidance Note No. 38. Hong Kong: Geotechnical Engineering Office, the HKSAR Government; 2013. p. 8.
  • Geotechnical Engineering Office. Report on the Fei Tsui Road landslide of 13 August 1995. GEO Report 188. Hong Kong: Sir John Knill & Geotechnical Engineering Office, the HKSAR Government; 2006. p. 147.
  • Drucker DC, Prager W. Soil mechanics and plastic analysis for limit design. Quart J Math. 1952;10(2):157–165.
  • Geobrugg. Report on testing SL–150 a protection system against shallow landslides. Test report No. 10–17. Hong Kong: Geobrugg AG; 2011.
  • Arup. Design option assessment report, study area no. 7SW-B/SA1 behind Fo Tan cottage area, Fo Tan, Shatin (under Agreement No. CE31/2013 (GE) Landslip Prevention and Mitigation Programme (LPMit), 2013, Package E, Landslip Prevention and Mitigation Works – Investigation, Design and Construction). Final report prepared for the Geotechnical Engineering Office, the HKSAR Government; 2016. p. 11.
  • Maccaferri. Rockfall barrier – RMC 300 A – typical drawings (rev. and date: 00–20/01/2011). Typical Drawings; 2011. p. 1.

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