| contributor author | Mark R. Muszynski | |
| contributor author | Stanley J. Vitton | |
| date accessioned | 2017-05-08T21:55:37Z | |
| date available | 2017-05-08T21:55:37Z | |
| date copyright | February 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29mt%2E1943-5533%2E0000386.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/66714 | |
| description abstract | The importance of particle shape, when considering the engineering behavior of sand, has been well-documented. Angular sands tend to have greater maximum and minimum void ratios, a larger friction angle, and a greater compressibility potential than their rounded counterparts under similar conditions. These differences in particle shape affect the behavior of the sands during in situ testing and in estimating soil behavior in a number of other capacities. This paper compares the results of roundness ( | |
| publisher | American Society of Civil Engineers | |
| title | Particle Shape Estimates of Uniform Sands: Visual and Automated Methods Comparison | |
| type | Journal Paper | |
| journal volume | 24 | |
| journal issue | 2 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0000351 | |
| tree | Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 002 | |
| contenttype | Fulltext | |
