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Particle-scale insight into soil arching under trapdoor condition

  • Published:2020-10 Issue:5 Volume:60 Page:1171-1188
  • ISSN:0038-0806
  • Container-title:Soils and Foundations
  • language:en
  • Short-container-title:Soils and Foundations

Author:

Ali UmairORCID,Otsubo MasahideORCID,Ebizuka Hiroaki,Kuwano ReikoORCID

Funder

Grants-in-Aid for Scientific Research

Fujitsu PRIMERGY

(Oakforest-PACS) in the Information Technology Center, The University of Tokyo

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference44 articles.

1. Analysis of an image-based method to quantify the size and shape of sand particles;Altuhafi;J. Geotech. Geoenviron. Eng.,2013

2. Effect of particle shape on the mechanical behavior of natural sands;Altuhafi;J. Geotech. Geoenviron. Eng.,2016

3. Fluctuations, correlations and transitions in granular materials: Statistical mechanics for a non-conventional system;Behringer;Philos. Trans. Royal Soc. A Mathematical Phys. Eng. Sci.,2008

4. An experimental investigation of arching in piled embankments;Britton,2008

5. A new interparticle friction apparatus for granular materials;Cavarretta;Can. Geotech. J.,2011
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