As an application of the model we have developed for the stress within a granular material we consider the force distribution within vertical and horizontal pipes. For a vertical pipe (with rough walls) the average forces in the system follow the arch of a catenary between the walls. For a horizonta
โฆ LIBER โฆ
A theoretical model for the stress distribution in granular matter. III. Forces in sandpiles
โ Scribed by S.F. Edwards; C.C. Mounfield
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 395 KB
- Volume
- 226
- Category
- Article
- ISSN
- 0378-4371
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