| contributor author | Juan M. Pestana | |
| contributor author | Lynn A. Salvati | |
| date accessioned | 2017-05-08T21:28:40Z | |
| date available | 2017-05-08T21:28:40Z | |
| date copyright | August 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A8%281071%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52972 | |
| description abstract | A simple formulation is presented that predicts the nonlinear small strain behavior of cemented and uncemented granular soils. Its performance is evaluated through the comparison of model predictions to results from laboratory tests. A companion paper evaluates the performance of this model implemented in a site response analysis code through comparison with the measured response at two sites. The formulation for the maximum shear modulus, | |
| publisher | American Society of Civil Engineers | |
| title | Small-Strain Behavior of Granular Soils. I: Model for Cemented and Uncemented Sands and Gravels | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:8(1071) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 008 | |
| contenttype | Fulltext | |
