| contributor author | Md. Rokonuzzaman | |
| contributor author | Toshinori Sakai | |
| date accessioned | 2017-05-08T21:45:21Z | |
| date available | 2017-05-08T21:45:21Z | |
| date copyright | April 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000129.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61514 | |
| description abstract | In this study, three-dimensional finite element models, incorporating an elastoplastic material model coupled with isotropic simple softening law, nonassociated flow rule, and shear-band effect, are validated for the evaluation of the shape effect of the square and rectangular vertically uploaded anchor foundations embedded in dense Toyoura sand with embedment ratio of 2 and width of | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Shape Effects for Rectangular Anchors in Dense Sand: Model Tests and 3D Finite-Element Analysis | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000116 | |
| tree | International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 002 | |
| contenttype | Fulltext | |
