| contributor author | Hoe I. Ling | |
| contributor author | Huabei Liu | |
| contributor author | Yoshiyuki Mohri | |
| contributor author | Toshinori Kawabata | |
| date accessioned | 2017-05-08T22:39:37Z | |
| date available | 2017-05-08T22:39:37Z | |
| date copyright | September 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9399%282001%29127%3A9%28963%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85443 | |
| description abstract | Geosynthetic reinforcements are manufactured from polymers such as polyester, polypropylene, and high-density polyethylene. Compared to metals, they exhibit large plastic strains, and highly nonlinear and hysteretic behaviors under cyclic loading. Most geosynthetic reinforcements do not sustain compression load. Traditional cyclic models with the Masing rule fail to simulate such unique behavior. A 1D bounding surface concept is used to develop a model that considers these unique properties of geogrids. The unique features of the model include nonparallel bounding lines and different loading and unloading hardening parameters. The model was calibrated and compared with the experimental results of two geogrids under monotonic and cyclic loadings with different load amplitudes. | |
| publisher | American Society of Civil Engineers | |
| title | Bounding Surface Model for Geosynthetic Reinforcements | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 9 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2001)127:9(963) | |
| tree | Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 009 | |
| contenttype | Fulltext | |
