| contributor author | Debarghya | |
| contributor author | Chakraborty | |
| contributor author | Jyant | |
| contributor author | Kumar | |
| date accessioned | 2017-05-08T21:45:43Z | |
| date available | 2017-05-08T21:45:43Z | |
| date copyright | February 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000289.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61677 | |
| description abstract | A method is proposed to determine the ultimate bearing capacity of a strip footing placed over granular and cohesive-frictional soils that are reinforced with horizontal layers of reinforcements. The reinforcement sheet is assumed to resist axial tension but not bending moment. The analysis was performed by using the lower bound theorem of the limit analysis in combination with finite elements. A single layer and a group of two layers of reinforcements were considered. The efficiency factors | |
| publisher | American Society of Civil Engineers | |
| title | Bearing Capacity of Strip Foundations in Reinforced Soils | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 1 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000275 | |
| tree | International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 001 | |
| contenttype | Fulltext | |
