Experimental Investigation of Effects of Sliding Distance on Impact Force from Granular Sliding Mass to a Rigid Obstruction
Author:
Affiliation:
1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802.
2. Associate Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784481608.032
Reference17 articles.
1. Ahmadipur A. and Qiu T. (2017). "Experimental Investigation of Effect of Soil Density and Inclination Angle on Impact Force from a Granular Sliding Mass on a Rigid Obstruction." Proceedings Geotechnical Frontiers Conference March 12-15 Orlando FL 294-303.
2. Albaba A. Lambert S. Nicot F. and Chareyre B. (2015). "Modeling the impact of granular flow against an Obstacle." Wei Wu (ed.) Recent Advances in Modeling Landslides and Debris Flows Springer Series in Geomechanics and Geoengineering DOI: 10.1007/978-3-319-11053-0_9. 10.1007/978-3-319-11053-0_9
3. Dynamic impact of a debris flow front against a vertical wall;Armanini A.;Ital. J. Eng. Geol. Environ.,2011
4. DEM assessment of impact forces of dry granular masses on rigid barriers;Calvetti F.;Acta Geotechnica,2016
5. Numerical Simulations for Large Deformation of Granular Materials Using Smoothed Particle Hydrodynamics Method
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1. Experimental preliminary analysis of the fluid drag effect in rapid and long-runout flow-like landslides;Environmental Earth Sciences;2022-01-31
2. Investigation of basal friction effects on impact force from a granular sliding mass to a rigid obstruction;Landslides;2019-03-22
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