Statically Admissible Stress Fields in Conical Sand Valleys and Heaps: A Validation of Haar–von Kármán Hypothesis-Reference-Cited by-同舟云学术

Statically Admissible Stress Fields in Conical Sand Valleys and Heaps: A Validation of Haar–von Kármán Hypothesis

Published:2023-02 Issue:2 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Nguyen Tan¹^ORCID

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.

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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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