| contributor author | Thomas L. Brandon | |
| contributor author | Andrew T. Rose | |
| contributor author | J. Michael Duncan | |
| date accessioned | 2017-05-08T21:28:29Z | |
| date available | 2017-05-08T21:28:29Z | |
| date copyright | February 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A2%28250%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52859 | |
| description abstract | The engineering behavior of low-plasticity silts is more difficult to characterize than is the behavior of clay or sand. Due to their tendency to dilate during shear, establishing a consistent and practically useful failure criterion for low-plasticity silts can be very difficult. Consideration of how the undrained shear strength of silt is related to changes in pore pressure provides a more useful and practical framework for understanding the undrained strengths of these materials and for characterizing undrained strengths for practical purposes. Using a value of Skempton’s | |
| publisher | American Society of Civil Engineers | |
| title | Drained and Undrained Strength Interpretation for Low-Plasticity Silts | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:2(250) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 002 | |
| contenttype | Fulltext | |