| contributor author | Don J. DeGroot | |
| contributor author | Charles C. Ladd | |
| contributor author | John T. Germaine | |
| date accessioned | 2017-05-08T20:37:59Z | |
| date available | 2017-05-08T20:37:59Z | |
| date copyright | February 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9410%281996%29122%3A2%2891%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21815 | |
| description abstract | The foundation soil of an offshore Arctic gravity structure is subjected to complex loading conditions. In addition to radial shear stresses induced by the weight of a structure, large horizontal shear forces from ice loads can produce large rotations and even reversal in the direction of horizontal shear stresses acting on soil elements within the foundation soil. The Multidirectional Direct Simple Shear (MDSS) apparatus was developed to simulate, at the element level, these states of stress. The MDSS first consolidates a circular specimen under both a vertical stress (σ′ | |
| publisher | American Society of Civil Engineers | |
| title | Undrained Multidirectional Direct Simple Shear Behavior of Cohesive Soil | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1996)122:2(91) | |
| tree | Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 002 | |
| contenttype | Fulltext | |
