| contributor author | Marika Santagata | |
| contributor author | Joseph V. Sinfield | |
| contributor author | John T. Germaine | |
| date accessioned | 2017-05-08T21:28:30Z | |
| date available | 2017-05-08T21:28:30Z | |
| date copyright | March 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A3%28351%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52873 | |
| description abstract | Tube sampling disturbance effects are investigated in this paper based on the results of constant rate of strain consolidation tests and unconsolidated undrained triaxial compression tests conducted on resedimented Boston blue clay sampled in the laboratory using a specifically designed device and employing various tubes differing in size, diameter to thickness ratio, and tip geometry. The effects of tube geometry were assessed based on comparison of the residual effective stresses, the reconsolidation strains, the undrained strength, and the one-dimensional drained compression behavior. Increasing degradation in the engineering properties was observed with decreasing diameter to thickness ratio | |
| publisher | American Society of Civil Engineers | |
| title | Laboratory Simulation of Field Sampling: Comparison With Ideal Sampling and Field Data | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:3(351) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 003 | |
| contenttype | Fulltext | |