| contributor author | Byeong-Su | |
| contributor author | Kim | |
| contributor author | Seong-Wan | |
| contributor author | Park | |
| contributor author | Yuji | |
| contributor author | Takeshita | |
| contributor author | Shoji | |
| contributor author | Kato | |
| date accessioned | 2017-05-08T22:35:44Z | |
| date available | 2017-05-08T22:35:44Z | |
| date copyright | December 2016 | |
| date issued | 2016 | |
| identifier other | 51127997.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/83254 | |
| description abstract | The critical-state behavior of an unsaturated dilative specimen under low confining pressure from 0 to 50 kPa was examined by conducting a constant water content–compression (CWCC) test on unsaturated compacted silty soil. Trends in the compressive strength and deformation of specimens were measured from each testing condition. The experimental results were analyzed by assuming that the effective confining stress can be calculated through the use of suction stress, which is defined as the product of the effective degree of saturation and the matric suction. It was found that the postpeak shear-strength states are arranged on the critical-state line for saturated conditions by considering the suction stress as a stress component in the ( | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Suction Stress on Critical State of Compacted Silty Soils under Low Confining Pressure | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 6 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000665 | |
| tree | International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006 | |
| contenttype | Fulltext | |
