| contributor author | M. S. | |
| contributor author | Mashiri | |
| contributor author | J. S. | |
| contributor author | Vinod | |
| contributor author | M. Neaz | |
| contributor author | Sheikh | |
| date accessioned | 2017-05-08T22:24:13Z | |
| date available | 2017-05-08T22:24:13Z | |
| date copyright | February 2016 | |
| date issued | 2016 | |
| identifier other | 44093617.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/79809 | |
| description abstract | Recycling or reuse of scrap tires in civil engineering projects has gained significant research attention in recent years. Experimental investigation reports suggest that inclusion of tire chips in sand increases the shear strength and decreases the dilatancy of sand implying the promising and environmentally sustainable use of sand–tire chip (STCh) mixture in civil engineering projects. However, only a few constitutive models have been developed to predict the monotonic behavior of STCh mixtures. In this paper, a semiempirical constitutive model has been developed using the critical state framework, which takes into account the constant stress ratio and state parameter ( | |
| publisher | American Society of Civil Engineers | |
| title | Constitutive Model for Sand–Tire Chip Mixture | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 1 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000472 | |
| tree | International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001 | |
| contenttype | Fulltext | |
