Abstract
A study was conducted discuss the data and interpretation of Jumumjins and with particle sizes ranging between 0.43mm and 0.85mm, and a mean particle size D50 of 0.56mm. A team of researchers conducted a limiting equilibrium stability analysis of a talus of granular material free standing at the angle of repose. Another researcher who defined the angle of repose as the greatest inclination to horizon to which a talus would stand, went on to emphasized that the angle of repose of shaken sand was a phrase without a meaning.
Original language | English (US) |
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Pages (from-to) | 243-244 |
Number of pages | 2 |
Journal | Soils and Foundations |
Volume | 54 |
Issue number | 2 |
DOIs |
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State | Published - Apr 2014 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Geotechnical Engineering and Engineering Geology