| contributor author | Rahman Md. Mizanur | |
| contributor author | S. R. Lo | |
| date accessioned | 2017-05-08T21:47:32Z | |
| date available | 2017-05-08T21:47:32Z | |
| date copyright | August 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000676.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62460 | |
| description abstract | Loose sandy soil subject to undrained shearing manifests deviatoric strain softening, and such a behavior has been referred to as collapse, static liquefaction, or instability. This paper uses the term instability and characterizes its triggering by the corresponding effective stress ratio, referred to as the instability ratio, | |
| publisher | American Society of Civil Engineers | |
| title | Predicting the Onset of Static Liquefaction of Loose Sand with Fines | |
| type | Journal Paper | |
| journal volume | 138 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000661 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 008 | |
| contenttype | Fulltext | |
