| contributor author | Kingsley Harrop‐Williams | |
| date accessioned | 2017-05-08T22:14:41Z | |
| date available | 2017-05-08T22:14:41Z | |
| date copyright | March 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9399%281986%29112%3A3%28345%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/74965 | |
| description abstract | Statistical tests on the cohesional and frictional components of shear strength of soils have repeatedly identified these parameters to be more adequately modeled by the beta distribution than by any of the other common two parameter distributions. The beta distribution is theoretically derived as the natural probability law governing the variations of c and tanϕ. The development is based completely on physical understanding on the particulate nature of soils. | |
| publisher | American Society of Civil Engineers | |
| title | Probability Distribution of Strength Parameters in Uniform Soils | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 3 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1986)112:3(345) | |
| tree | Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 003 | |
| contenttype | Fulltext | |
