Abstract
This paper describes an experimental investigation to measure the pressure distribution underneath a conical pile of granular material as the pile grows. Several factors have been suggested to explain the pressure dip observed under the apex of a pile but the relative significance of these factors is far from clear. This study was conducted using quite round rough particles in a relatively large scale experiment to avoid the possibility that particle scale effects would mask the macroscopic pressure distribution. A reproducible pressure profile with a significant central dip was observed in each test, which confirms that at macroscopic scale, the pressure dip is a stable and robust phenomenon when the pile is formed from a localised jet. The normalised data provide quantitative information on the vertical force redistribution away from the central zone. The results also show that base deflection is not a prerequisite for the pressure dip, but that it enhances both the magnitude and the width of the dip.
Original language | English |
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Title of host publication | STRUCTURES AND GRANULAR SOLIDS: FROM SCIENTIFIC PRINCIPLES TO ENGINEERING APPLICATIONS |
Editors | JF Chen, JG Teng |
Place of Publication | BOCA RATON |
Publisher | CRC PRESS-TAYLOR & FRANCIS GROUP |
Pages | 87-92 |
Number of pages | 6 |
ISBN (Print) | 978-0-415-47594-5 |
Publication status | Published - 2008 |
Event | International Conference on Structures and Granular Solids - From Scientific Principles to Engineering Applications, - Edinburgh Duration: 1 Jul 2008 → 2 Jul 2008 |
Conference
Conference | International Conference on Structures and Granular Solids - From Scientific Principles to Engineering Applications, |
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City | Edinburgh |
Period | 1/07/08 → 2/07/08 |