Abstract

The debris–barrier interaction issue has gained considerable attention among the engineering community, but most researches have only focused on the single-surge impact condition, with the multiple-surge impact mechanism still lacking clarity. However, multiple-surge impact is more typical in the field. Thus, we conduct some numerical simulations based on the discrete element method (DEM) and present a series of results that provide preliminary insights into the multiple-surge impact mechanism. The DEM model is firstly calibrated using physical experimental results and then used to investigate the flow kinematics, impact dynamics and energy evolution of the successive impact process. The results indicate that compared with single-surge conditions, the barrier is safer under multiple-surge impact as the deposition spreading distance is extended by 6–20% and the impact force is reduced by 6–30%. The dead zone formed by the previous surge behaves as a cushioning layer and a medium for momentum transfer. Three mechanisms of energy dissipation during surge–dead-zone interactions were identified: friction and penetration at the interaction face between the surge and dead zone, inelastic deformation of the dead zone, and inter-particle interaction within the surge. Each component was analyzed, which shows that inter-particle collision friction accounts for over 60% of the total energy loss during surge–dead-zone interaction. In addition, the performance of granular jump theory in predicting the multiple-surge impact force is assessed, and some possible modifications are proposed. Finally, some engineering implications from the presented numerical results are discussed.

Highlights

  • Strengthening the impact resistance of structures to withstand rapid granular flows is of concern to design engineers aiming to prevent the harmful effects of landslide disasters [1,2]

  • For flow masses with the same total volume, a barrier will be safer under multiple-surge impact than under single-surge impact because the deposition spreading distance is extended by 6%~20% and the impact force is reduced by 6%~30%

  • When granular flows encounter a rigid barrier, the debris–barrier interaction is a crucial but challenging issue in landslide mitigation measurements design and vulnerability analysis of buildings. Current research on this issue focuses on single-surge impact conditions while the multiple-surge impact mechanism remains unclear, multi-surge events are more common in engineering practice

Read more

Summary

Introduction

Strengthening the impact resistance of structures to withstand rapid granular flows is of concern to design engineers aiming to prevent the harmful effects of landslide disasters [1,2]. The design of impact-resisting structures relies on good knowledge of the debris–barrier interaction; our understanding of this mechanism is still lacking [11,12,13,14,15,16,17]. Before the deposited material is swept away, another flow surge may reach the barrier, creating a multiple-surge impact event. Such events are common, current research focuses on single-surge impact [4,5,10,13,17,18,19,20]. Albaba et al [21]

Methods
Results
Discussion
Conclusion
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.