| contributor author | Nobutaka Yamamoto | |
| contributor author | Mark F. Randolph | |
| contributor author | Itai Einav | |
| date accessioned | 2017-05-08T21:29:24Z | |
| date available | 2017-05-08T21:29:24Z | |
| date copyright | January 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%291090-0241%282009%29135%3A1%2837%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53444 | |
| description abstract | This paper presents a numerical investigation of the effect of foundation size on the response of shallow circular foundations on siliceous and calcareous sands. The study is based on the predictive capabilities of the MIT-S1 soil model for simulating both the compression and shear behaviors of natural sands over a wide range of densities, | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Study of the Effect of Foundation Size for a Wide Range of Sands | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2009)135:1(37) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 001 | |
| contenttype | Fulltext | |
