| contributor author | Gye-Chun Cho | |
| contributor author | Jake Dodds | |
| contributor author | J. Carlos Santamarina | |
| date accessioned | 2017-05-08T21:28:32Z | |
| date available | 2017-05-08T21:28:32Z | |
| date copyright | May 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A5%28591%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52906 | |
| description abstract | The size and shape of soil particles reflect the formation history of the grains. In turn, the macroscale behavior of the soil mass results from particle level interactions which are affected by particle shape. Sphericity, roundness, and smoothness characterize different scales associated with particle shape. New experimental data and results from published studies are gathered into two databases to explore the effects of particle shape on packing density and on the small-to-large strain mechanical properties of sandy soils. In agreement with previous studies, these data confirm that increased angularity or eccentricity produces an increase in | |
| publisher | American Society of Civil Engineers | |
| title | Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:5(591) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 005 | |
| contenttype | Fulltext | |