| contributor author | M. M. | |
| contributor author | Rahman | |
| contributor author | M. A. L. | |
| contributor author | Baki | |
| contributor author | S. R. | |
| contributor author | Lo | |
| date accessioned | 2017-05-08T21:45:54Z | |
| date available | 2017-05-08T21:45:54Z | |
| date copyright | April 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000330.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61716 | |
| description abstract | The undrained behavior of sand with fines under both monotonic and cyclic loading was investigated experimentally by triaxial testing. The testing program covers fines content ranging from 0 to 30%, and a wide range of initial void ratios and confining stresses. The spectrum of cyclic loading includes one- and two-way cyclic loading, and in the latter case, the cyclic loading may be symmetrical or nonsymmetrical. The influence of fines content can be captured by using the equivalent granular void ratio, | |
| publisher | American Society of Civil Engineers | |
| title | Prediction of Undrained Monotonic and Cyclic Liquefaction Behavior of Sand with Fines Based on the Equivalent Granular State Parameter | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000316 | |
| tree | International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 002 | |
| contenttype | Fulltext | |
