| contributor author | Zhenshun Hong | |
| contributor author | Songyu Liu | |
| contributor author | Shuilong Shen | |
| contributor author | Takehito Negami | |
| date accessioned | 2017-05-08T21:28:29Z | |
| date available | 2017-05-08T21:28:29Z | |
| date copyright | February 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A2%28272%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52863 | |
| description abstract | Triaxial consolidation undrained shear tests are performed on both undisturbed and remolded Ariake clays to investigate the undrained shear strength behavior. When the applied confining stress is larger than the triaxial consolidation yield stress, the strength envelopes expressed in the plot of undrained shear strength versus confining stress of both the undisturbed and the remolded Ariake clays are straight lines through the origin. The strength envelope of the remolded Ariake clays lies above that of the undisturbed Ariake clays when the applied confining stress is larger than the consolidation yield stress. This difference is caused by the difference in water content between undisturbed and remolded states. When the data obtained from triaxial consolidation undrained shear tests of both the undisturbed and the remolded Ariake clays are plotted in the plot of undrained shear strength versus water content, it is found that the undrained shear strength decreases uniquely with the increase in water content. | |
| publisher | American Society of Civil Engineers | |
| title | Comparison in Undrained Shear Strength between Undisturbed and Remolded Ariake Clays | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:2(272) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 002 | |
| contenttype | Fulltext | |
