| contributor author | Sivathayalan | |
| contributor author | A. Mehrabi | |
| contributor author | Yazdi | |
| date accessioned | 2017-05-08T21:48:19Z | |
| date available | 2017-05-08T21:48:19Z | |
| date copyright | March 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0001054.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62855 | |
| description abstract | An experimental study aimed at improving the understanding of the role of maximum
cyclic strain during earthquake loading on the subsequent response of liquefied
sands is presented. The behavior of two sands, one generally strain-hardening
and the other strain-softening over a range of stress and density states during
virgin monotonic loading, is presented to demonstrate that regardless of whether
a sand is contractive or dilative in preliquefaction loading, its response
following liquefaction is dilative. It is shown that postliquefaction
stress-strain behavior can be characterized by four distinct phases. The
influence of relative density, confining stress, and the level of maximum shear
strain during earthquake loading prior to liquefaction (preliquefaction strain, | |
| publisher | American Society of Civil Engineers | |
| title | Influence of Strain History on Postliquefaction Deformation
Characteristics of Sands | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0001037 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 003 | |
| contenttype | Fulltext | |
