| contributor author | Seto | |
| contributor author | Wahyudi | |
| contributor author | Junichi | |
| contributor author | Koseki | |
| contributor author | Takeshi | |
| contributor author | Sato | |
| contributor author | Gabriele | |
| contributor author | Chiaro | |
| date accessioned | 2017-05-08T22:30:50Z | |
| date available | 2017-05-08T22:30:50Z | |
| date copyright | October 2016 | |
| date issued | 2016 | |
| identifier other | 47726918.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81836 | |
| description abstract | Following major earthquakes that occurred in New Zealand (2010–2011) and Japan (2011), soil multiple liquefaction, or reliquefaction, regained major attention in the field of geotechnical earthquake engineering. Not only can liquefaction occur multiple times at the same site, but the devastation caused by reliquefaction is often more severe than that triggered by the first liquefaction. In this study, to address this issue and provide new insights into reliquefaction mechanisms, a series of cyclic simple shear tests was conducted with the use of a newly developed stacked-ring shear apparatus. In the multiliquefaction tests, subsequent liquefaction stages were applied to a single Toyoura sand specimen sheared at different levels of maximum shear strain double amplitude ( | |
| publisher | American Society of Civil Engineers | |
| title | Multiple-Liquefaction Behavior of Sand in Cyclic Simple Stacked-Ring Shear Tests | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 5 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000596 | |
| tree | International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 005 | |
| contenttype | Fulltext | |
