| contributor author | Cheng-Wei Chen | |
| contributor author | Hani Salim | |
| contributor author | John J. Bowders | |
| contributor author | J. Erik Loehr | |
| contributor author | Jacob Owen | |
| date accessioned | 2017-05-08T21:18:14Z | |
| date available | 2017-05-08T21:18:14Z | |
| date copyright | February 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290899-1561%282007%2919%3A2%28130%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/46271 | |
| description abstract | Slender recycled plastic pins (RPPs) can be used to stabilize earthen slopes by driving the RPPs into the face of the slope to intercept the sliding surface and “pin” the slope. The RPPs will be subjected to lateral (bending) forces, and their ability to resist deformation will strongly influence the success of the RPPs for stabilizing slopes. Arrhenius modeling was used to predict the time for the RPPs to reach creep failure. Engineering properties and strain rate effect of four different types of RPPs were evaluated and are reported in this paper. Arrhenius modeling showed creep failure ranged from | |
| publisher | American Society of Civil Engineers | |
| title | Creep Behavior of Recycled Plastic Lumber in Slope Stabilization Applications | |
| type | Journal Paper | |
| journal volume | 19 | |
| journal issue | 2 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2007)19:2(130) | |
| tree | Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 002 | |
| contenttype | Fulltext | |
