| contributor author | Shashank | |
| contributor author | Bhatnagar | |
| contributor author | Sunita | |
| contributor author | Kumari | |
| contributor author | V. A. | |
| contributor author | Sawant | |
| date accessioned | 2017-05-08T22:25:23Z | |
| date available | 2017-05-08T22:25:23Z | |
| date copyright | February 2016 | |
| date issued | 2016 | |
| identifier other | 44399075.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80350 | |
| description abstract | Liquefaction-induced ground displacements resulting from earthquake shaking are a major cause of damage to earth structures comprised of, or underlain by, loose saturated granular soils. The present paper describes the results of numerical modeling of an embankment founded on loose liquefiable deposit using | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Analysis of Earth Embankment Resting on Liquefiable Soil and Remedial Measures | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 1 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000501 | |
| tree | International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001 | |
| contenttype | Fulltext | |
