Research on the Impact Force of Rockfall Impacting Sand Cushions with Different Shapes

Shed structures are an important engineering method for mountain highways to resist rockfall impacts. Research on the rockfall impact response is very important to the design of rockfall disaster protection structures to shed cave structures. To explore the impact difference caused by different rock...

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Bibliographic Details
Main Authors: He, B. (Author), Xie, L. (Author), Zhang, Y. (Author), Zhao, P. (Author)
Format: Article
Language:English
Published: MDPI 2022
Subjects:
Online Access:View Fulltext in Publisher
LEADER 02386nam a2200229Ia 4500
001 10.3390-app12073540
008 220425s2022 CNT 000 0 und d
020 |a 20763417 (ISSN) 
245 1 0 |a Research on the Impact Force of Rockfall Impacting Sand Cushions with Different Shapes 
260 0 |b MDPI  |c 2022 
856 |z View Fulltext in Publisher  |u https://doi.org/10.3390/app12073540 
520 3 |a Shed structures are an important engineering method for mountain highways to resist rockfall impacts. Research on the rockfall impact response is very important to the design of rockfall disaster protection structures to shed cave structures. To explore the impact difference caused by different rockfall shapes, five mortar ellipsoids were fabricated with different shapes by 3D printing the falling stone mould. Laboratory experiments were carried out to study the impact effect of five different shapes of falling stones on the sand cushion. Different shapes of rockfall correspond to different impact forces. The tip ellipsoid (D1 and D2) is the smallest, the sphere (D3) is the second, and the flat ellipsoid (D4 and D5) is the largest. The fitting analysis of the impact force results of the laboratory experiment showed that the impact of the falling height on the impact force was relatively independent and did not change with the shape of the falling rock. Then, based on the impact force of the sphere falling rock, a calculation formula of the impact force with the introduction of the shape factor was obtained, and it was compared and verified with the test results from other studies. To study the applicability of the formula in the actual engineering scale, a numerical model was established by ANSYS. After verifying the reliability of the numerical model, the impact process of a large energy level was simulated. According to the simulation results, the rationality of the formula proposed in this paper is further verified, which guides the actual rockfall impact prevention and control engineering. © 2022 by the authors. Licensee MDPI, Basel, Switzerland. 
650 0 4 |a falling height 
650 0 4 |a impact force 
650 0 4 |a numerical simulation 
650 0 4 |a rockfall impact 
650 0 4 |a rockfall shape 
700 1 |a He, B.  |e author 
700 1 |a Xie, L.  |e author 
700 1 |a Zhang, Y.  |e author 
700 1 |a Zhao, P.  |e author 
773 |t Applied Sciences (Switzerland)