| contributor author | Fernando | |
| contributor author | Lopez-Caballero | |
| contributor author | Arezou | |
| contributor author | Modaressi-Farahmand-Razavi | |
| contributor author | Constantine A. | |
| contributor author | Stamatopoulos | |
| date accessioned | 2017-05-08T22:32:52Z | |
| date available | 2017-05-08T22:32:52Z | |
| date copyright | October 2016 | |
| date issued | 2016 | |
| identifier other | 49162615.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82405 | |
| description abstract | This article presents an assessment of the effects of pore water pressure generation of the soil foundation on the seismic road embankment response. Numerical simulations were carried out to study the preloading technique as an improvement method for reducing the liquefaction potential and the induced settlements in a sandy soil profile. The analyses showed that the use of preloading reduces the induced settlements mostly because of the increase in lateral confinement in the superficial soil layers that results from an increase of the coefficient of lateral earth pressure at rest ( | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Evaluation of Earthquake Settlements of Road Embankments and Mitigation by Preloading | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 5 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000593 | |
| tree | International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 005 | |
| contenttype | Fulltext | |
