| contributor author | Desh Deepak | |
| contributor author | M. Venkatkati | |
| date accessioned | 2017-05-08T20:33:27Z | |
| date available | 2017-05-08T20:33:27Z | |
| date copyright | October 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9410%281984%29110%3A10%281497%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19489 | |
| description abstract | Railroad embankments are designed for almost no residual soil displacement by providing adequate depth of ballast. Formulations for evaluating dynamic shear modulus and damping ratio from commonly known soil indices such as C', 0', OCR, Gm, etc., under small 1=1 strain assumption can be used conveniently in the dynamic analysis of railway embankments, thus obviating the need to conduct elaborate field or laboratory experiments. These formulations are presented. | |
| publisher | American Society of Civil Engineers | |
| title | Dynamic Analysis of Railroad Embankments | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1984)110:10(1497) | |
| tree | Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 010 | |
| contenttype | Fulltext | |
