| contributor author | Minsu | |
| contributor author | Cha | |
| contributor author | J. Carlos | |
| contributor author | Santamarina | |
| date accessioned | 2017-05-08T21:48:08Z | |
| date available | 2017-05-08T21:48:08Z | |
| date copyright | December 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000967.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62771 | |
| description abstract | Mineral dissolution is a common chemomechanical digenetic process in geological systems. The penetration resistance in sediments that have experienced dissolution is studied using a laboratory-scale cone penetration test device and a calibration chamber. Variables include the initial sediment density and mass fraction of soluble grains. Results show that the void ratio increases with the extent of mineral dissolution; the magnitude of the void ratio change is higher in initially dense sediments. A terminal void ratio is found for dissolution; the void ratio after dissolution will not exceed this terminal void ratio regardless of the extent of dissolution. For boundary conditions applied in this study, the terminal void ratio for dissolution corresponds to a relative density of | |
| publisher | American Society of Civil Engineers | |
| title | Predissolution and Postdissolution Penetration Resistance | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000949 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 012 | |
| contenttype | Fulltext | |
