Skip to main content

Finite Element Modelling and Parametric Analyses of a Long-span Pocket-type Rockfall Interceptive Cable-Net Structure

  • Chapter
  • First Online:
Landslide Science and Practice

Abstract

The paper presents finite element (FE) modelling and simulation of a newly developed rockfall protective cable-net structure in Japan, named the Long-span Pocket-type Rock-net (LPR). A reference case LPR was taken and its element-level laboratory tests and structure-level full-scale field tests conducted in the past were utilized for the calibration and verification of the numerical model exercised on the platform of the code LS-DYNA. The ultimate goal of this research is to shade lights to the targeted design guideline of LPRs. Therefore, deliberately, a simplified (equivalent) but yet rigorous approach has been adopted without going into interface-level detailing. Moreover, a number of confusions unaddressed by the state-of-the-art literatures regarding the effects of the changes in various impact load characteristic-parameters resulting into the same specified kinetic energy have been investigated using the FE model. Furthermore, an investigation on the performance of the existing energy dissipator installed in LPR and the scope of its future modification is discussed.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 129.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 169.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 169.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • Behrendt J, Weiss C, Hoffmann NP (2011) A numerical study on stick–slip motion of a brake pad in steady sliding. J Sound Vibr 330:636–651

    Article  Google Scholar 

  • Ben-David O, Rubinstein SM, Fineberg J (2010) Slip–stick and the evolution of frictional strength. Nature 463:76–79

    Article  Google Scholar 

  • Besafe (2006) E-fence experimental report. Besafe Co. Ltd., Niigata, Japan (in Japanese)

    Google Scholar 

  • Boetticher A v, Volkwein A, Wendeler C (2010) Numerical modelling of new rockfall interception nets. Geophys Res Abstr 12: EGU2010-13754

    Google Scholar 

  • Cantarelli G, Giani GP, Gottardi G, Govoni L (2008) Modelling rockfall protection fences. In: Web proceedings of the first world landslide forum, United Nations University, Tokyo, Japan, 18–21 Nov 2008, pp 662–667

    Google Scholar 

  • Castro-Fresno D, Diaz JJC, Lopez LA, Nieto PJG (2008) Evaluation of the resistant capacity of cable nets using the finite element method and experimental validation. Eng Geol 100:1–10

    Article  Google Scholar 

  • Cazzani A, Mongiovi L, Frenez T (2002) Dynamic finite element analysis of interceptive devices for falling rocks. Int J Rock Mech Min Sci 39:303–321

    Article  Google Scholar 

  • Dhakal S, Bhandary NP, Yatabe R, Kinoshita N (2011) Numerical investigation of the effects of idealized rock-block shapes and impact points on the performance of long-span pocket-type rock-net. In: Proceedings of the 46th Japan national conference on geotechnical engineering (CD-ROM), Kobe, Japan, 5–7 July 2011, pp 1885–1886

    Google Scholar 

  • EOTA (2008) Guideline for European technical approval of falling rock protection kits. European Organization for Technical Approvals, Brussels, pp 53p

    Google Scholar 

  • Fukazawa J, Sonoda Y, Tamai H (2010) A fundamental study on the discretization degree and calculation accuracy of impact analysis using SPH method. J Struct Eng 56A:1169–1176 (in Japanese)

    Google Scholar 

  • Gerger W (2001) Guideline for the approval of rockfall protection kits. Swiss Agency for the Environment, Forests and Landscape (SAEFL), and Swiss Federal Research Institute (SWL), Berne, Switzerland, pp 41p

    Google Scholar 

  • Hallquist JO (2006) LS-DYNA theory manual. LSTC, USA

    Google Scholar 

  • Japan Road Association (2000). Rockfall mitigation handbook, Maruzen, pp 83–96 (in Japanese)

    Google Scholar 

  • Kinoshita N (2009). Development of long-span pocket-type rock-net. In: Proceedings of annual meeting of ministry of land, infrastructure, transport and tourism, Shikoku Regional Development Bureau, July, pp I1:1–4 (in Japanese)

    Google Scholar 

  • Muraishi H, Samizo M, Sugiyama T (2005) Development of a flexible low-energy rockfall protective fence. Q Rep RTRI 46(3):161–166

    Article  Google Scholar 

  • Nicot F, Cambou B, Mazzoleni G (2001) Design of rockfall restraining nets from a discrete element modelling. Rock Mech Rock Eng 34(2):98–118

    Article  Google Scholar 

  • Peila D, Pelizza S, Sassudelli F (1998) Evaluation of behaviour of rockfall restraining nets by full scale tests. Rock Mech Rock Eng 31(1):1–24

    Article  Google Scholar 

  • Reddy JN (2004) An introduction to nonlinear finite element analysis. Oxford University Press, New York, p 463p

    Book  Google Scholar 

  • Sasiharan N, Muhunthan B, Badger TC, Shu S, Carradine DM (2006) Numerical analysis of the performance of wire mesh and cable net rockfall protection systems. Eng Geol 88:121–132

    Article  Google Scholar 

  • Smith DD, Duffy JD (1990). Field tests and evaluation of rockfall restraining nets. CA/TL-90/05. Final report, California Department of Transportation, Office of Transportation Materials and Research, Sacramento, CA, USA

    Google Scholar 

  • Vogel T, Labiouse V, Masuya H (2009) Rockfall protection as an integral task. Struct Eng Int 19(3):304–312

    Google Scholar 

  • Volkwein A (2005) Numerical simulation of flexible rockfall protection systems. In: Proceedings of congress on computing in civil engineering, Cancun Mexico, 12–16 July 2005, pp 1–11

    Google Scholar 

  • Volkwein A, Roth A, Gerber W, Vogel A (2009) Flexible rockfall barriers subjected to extreme loads. Struct Eng Int 19(3):327–332

    Article  Google Scholar 

  • Yang Y, Lam NTK, Zhang L (2011) Evaluation of simplified methods of estimating beam responses to impact. Int J Struct Stab Dyn 12(3):1250016, Paper accepted on 5 March 2011

    Article  Google Scholar 

  • Yoshida H (1999) Recent experimental studies on rockfall control in Japan. In: Masuya H, Labiouse V (eds) Proceedings of the Joint Japan-Swiss scientific seminar on impact load by rock falls and design of protection structures, Kanazawa, Japan, 4–7 Oct 1999, pp 69–78

    Google Scholar 

Download references

Acknowledgements

We would like to acknowledge Daiichi Consultants Co., Kochi, Loyal Consultants Co., Kochi, Nihon Protect Co., Matsuyama and Besafe Consultants Co., Niigata Japan for the experimental results on LPR used in this paper. The first author would also like to express his gratitude to Associate Professor Dr. Nelson Lam from the University of Melbourne, Australia and Dr. Axel Volkwein from WSL, Switzerland for their kind email responses, useful suggestions and encouragements at times.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Shanker Dhakal .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2013 Springer-Verlag Berlin Heidelberg

About this chapter

Cite this chapter

Dhakal, S., Bhandary, N.P., Yatabe, R., Kinoshita, N. (2013). Finite Element Modelling and Parametric Analyses of a Long-span Pocket-type Rockfall Interceptive Cable-Net Structure. In: Margottini, C., Canuti, P., Sassa, K. (eds) Landslide Science and Practice. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-31319-6_76

Download citation

Publish with us

Policies and ethics