| contributor author | Marika Santagata | |
| contributor author | John T. Germaine | |
| contributor author | Charles C. Ladd | |
| date accessioned | 2017-05-08T21:28:12Z | |
| date available | 2017-05-08T21:28:12Z | |
| date copyright | April 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291090-0241%282005%29131%3A4%28430%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52680 | |
| description abstract | The paper presents the results of an extensive laboratory program conducted to establish the factors affecting the initial stiffness (Young’s modulus) of cohesive soils in undrained triaxial compression. The testing program, conducted on resedimented Boston blue clay (RBBC) comprised more than 100 phases of undrained shear and isolated the role of: overconsolidation ratio (OCR), consolidation stress level, void ratio, lateral stress ratio, preshear consolidation path, strain rate and duration of laboratory aging. On-specimen measurement of the axial strain was performed employing a novel LVDT-based device capable of resolving displacements of less than | |
| publisher | American Society of Civil Engineers | |
| title | Factors Affecting the Initial Stiffness of Cohesive Soils | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2005)131:4(430) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 004 | |
| contenttype | Fulltext | |
