| contributor author | R. Janardhanam | |
| contributor author | C. S. Desai | |
| date accessioned | 2017-05-08T20:33:16Z | |
| date available | 2017-05-08T20:33:16Z | |
| date copyright | June 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9410%281983%29109%3A6%28783%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19389 | |
| description abstract | A series of truly triaxial tests were performed on two sizes of a railroad ballast under different stress paths and with a constant (initial) field density. The results can permit development of nonlinear elastic and plasticity constitutive models. The commonly used resilient modulus model and a variable moduli model were developed as simplified characterization. The behavior of the ballast was found to be dependent on the state of stress, stress paths and particle size. | |
| publisher | American Society of Civil Engineers | |
| title | Three‐Dimensional Testing and Modeling of Ballast | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 6 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1983)109:6(783) | |
| tree | Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 006 | |
| contenttype | Fulltext | |
