| contributor author | T. D. O'Rourke | |
| contributor author | S. J. Druschel | |
| contributor author | A. N. Netravali | |
| date accessioned | 2017-05-08T20:35:39Z | |
| date available | 2017-05-08T20:35:39Z | |
| date copyright | March 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9410%281990%29116%3A3%28451%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20610 | |
| description abstract | The results are summarized for an experimental program involving over 450 direct shear tests of sand‐polymer interfaces. The interface frictional strength was found to increase with soil density and decrease with the Shore D Hardness of the polymer. The shear strength characteristics were found to vary as a function of the type of sand, but were independent of repeated loading, at least insofar as polyethylene piping and linings are concerned. The shear strength characteristics of a polymer interface can be expressed conveniently as the ratio of the interface angle of friction and the direct shear angle of soil friction, | |
| publisher | American Society of Civil Engineers | |
| title | Shear Strength Characteristics of Sand‐Polymer Interfaces | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1990)116:3(451) | |
| tree | Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 003 | |
| contenttype | Fulltext | |
