| contributor author | J. Yang | |
| contributor author | H. Y. Sze | |
| date accessioned | 2017-05-08T21:47:17Z | |
| date available | 2017-05-08T21:47:17Z | |
| date copyright | December 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000556.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62328 | |
| description abstract | The existence of initial shear stress can have a significant effect on the cyclic strength or liquefaction potential of sand. This effect is not yet fully understood because of a lack of convergence and consistency in the existing data and interpretations, leading to great uncertainty in quantifying the effect for practical applications. This paper presents new experimental results on a silica sand to validate the concept known as threshold | |
| publisher | American Society of Civil Engineers | |
| title | Cyclic Strength of Sand under Sustained Shear Stress | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000541 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 012 | |
| contenttype | Fulltext | |
