Statically Admissible Stress Fields in Conical Sand Valleys and Heaps: A Validation of Haar–von Kármán Hypothesis
Author:
Affiliation:
1. Smart Computing in Civil Engineering Research Group, Ton Duc Thang University, Ho Chi Minh City 700000, Vietnam; Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City 700000, Vietnam. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7863
Reference73 articles.
1. Finite element simulation of the pressure dip in sandpiles
2. A review on the angle of repose of granular materials
3. Berezantzev, V. 1952. Axially symmetrical limit equilibrium problems of loose materials (soil). Moscow: Gostekhizdat Brinch Hansen.
4. Booker, J. R. 1969. Applications of the theory of plasticity to cohesive-frictional soils. Sydney, Australia: Univ. of Sydney.
5. Stress distribution in granular media and nonlinear wave equation;Bouchaud J. P.;J. Phys. I,1995
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