| contributor author | Arghadeep | |
| contributor author | Biswas | |
| contributor author | A. Murali | |
| contributor author | Krishna | |
| contributor author | Sujit Kumar | |
| contributor author | Dash | |
| date accessioned | 2017-05-08T22:34:03Z | |
| date available | 2017-05-08T22:34:03Z | |
| date copyright | October 2016 | |
| date issued | 2016 | |
| identifier other | 49818068.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82763 | |
| description abstract | A series of laboratory model tests was performed to investigate the behavior of geosynthetic reinforced stiff clay foundation systems under circular loading. The footing consisted of a rigid circular steel plate with a diameter of 150 mm. Five different series of tests were performed in both homogeneous (clay or sand) and layered configurations. The tests used planar geogrid and three-dimensional geocell reinforcements. Test results indicate that both types of reinforcements substantially improve the performance of the stiff clay foundation bed. A maximum threefold improvement was observed in bearing pressure, depending on the reinforcement type. However, geocell was found to be the most advantageous soil reinforcement technique, giving maximum performance improvement. | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Geosynthetic Reinforced Soil Foundation Systems Supported on Stiff Clay Subgrade | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 5 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000559 | |
| tree | International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 005 | |
| contenttype | Fulltext | |
