| contributor author | Yoginder P. Vaid | |
| contributor author | Jing C. Chern | |
| contributor author | Hadi Tumi | |
| date accessioned | 2017-05-08T20:33:50Z | |
| date available | 2017-05-08T20:33:50Z | |
| date copyright | October 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9410%281985%29111%3A10%281229%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19678 | |
| description abstract | Substantial decrease in resistance to liquefaction is shown to occur with increase in confining pressure for a rounded and an angular sand having identical gradation. For a given increase in confining pressure, angular sand suffers a larger loss in resistance than rounded sand. At equal relative densities, angular sand is shown to be more resistant to liquefaction at lower confining pressures but less resistant at higher confining pressures than rounded sand. | |
| publisher | American Society of Civil Engineers | |
| title | Confining Pressure, Grain Angularity, and Liquefaction | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1985)111:10(1229) | |
| tree | Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 010 | |
| contenttype | Fulltext | |