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Investigation of boulder impact force and energy transfer for steel baffle with footing

  • C. W.W. Ng
  • , D. C. Zhang
  • , Clarence E. Choi*
  • , Rui Chen
  • , R. C.H. Koo
  • , J. S.H. Kwan
  • , Jun Jun Ni
  • , K. K.S. Ho
  • *Corresponding author for this work
  • Hong Kong University of Science and Technology
  • The University of Hong Kong
  • Harbin Institute of Technology Shenzhen
  • Geotechnical Engineering Office

Research output: Contribution to journalArticlepeer-review

Abstract

Steel baffle installed on footing is commonly used to resist and dissipate the impact energy from boulders carried by debris flow. However, the deformation of a baffle and the resulting energy transfer to the footing during the impact process compound the challenges of predicting the impact force and size of the footing required. In this study, full-scale experiments were conducted to simulate a boulder impacting a steel baffle installed on a square footing. The experimental data were backanalyzed using a three-dimensional (3D) finite element model, which was then used to conduct a parametric study to examine the effects of a range of impact energies and footing sizes. New design charts are developed to assess the required size of a square footing, embedded up to 2m depth, for a steel baffle subjected to boulder impact with energy in the range of 10-100 kJ.

Original languageEnglish
Pages (from-to)994-1005
Number of pages12
JournalCanadian Geotechnical Journal
Volume60
Issue number7
DOIs
StatePublished - Jul 2023
Externally publishedYes

Keywords

  • baffle
  • boulder
  • finite element modeling
  • impact
  • landslide

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