| contributor author | Marc E. Orman | |
| date accessioned | 2017-05-08T20:37:12Z | |
| date available | 2017-05-08T20:37:12Z | |
| date copyright | April 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9410%281994%29120%3A4%28758%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21414 | |
| description abstract | It is generally perceived that roughened high‐density polyethylene (HDPE) has superior interface frictional properties, when in contact with any type of granular material, compared to smooth HDPE. Large‐scale direct shear interface test results are presented that indicate that this is not always the case and that the shear strength of finer‐grained materials may be better mobilized by the currently available roughened HDPE than by coarser‐grained materials. Based upon a limited number of tests, there appears to be a direct relation between soil composition, depth of texturing, and the amount of shear strength mobilized during shearing. This study indicates that the ratio of D80 of the granular material to the height of texturing (h | |
| publisher | American Society of Civil Engineers | |
| title | Interface Shear‐Strength Properties of Roughened HDPE | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1994)120:4(758) | |
| tree | Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 004 | |
| contenttype | Fulltext | |
