| contributor author | Priyanka | |
| contributor author | Ghosh | |
| contributor author | Santhoshkumar | |
| date accessioned | 2017-05-08T22:25:48Z | |
| date available | 2017-05-08T22:25:48Z | |
| date copyright | February 2016 | |
| date issued | 2016 | |
| identifier other | 44568252.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80492 | |
| description abstract | The present study addresses the effect of interference on the uplift capacity of two closely spaced horizontal strip anchors embedded in cohesionless soil. The analysis has been performed using the method of stress characteristics coupled with the limit equilibrium approach. The method consumes fewer assumptions and provides a zone in which the force equilibrium and plastic yield conditions are simultaneously satisfied for given boundary stresses. The effects of surcharge and unit weight of soil on the pullout resistance of anchors have been determined in terms of uplift capacity factors ( | |
| publisher | American Society of Civil Engineers | |
| title | Vertical Uplift Capacity of Two Nearby Horizontal Strip Anchors Using the Method of Stress Characteristics | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 1 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000493 | |
| tree | International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001 | |
| contenttype | Fulltext | |
