| contributor author | Mark D. LaGatta | |
| contributor author | B. Tom Boardman | |
| contributor author | Bradford H. Cooley | |
| contributor author | David E. Daniel | |
| date accessioned | 2017-05-08T21:26:04Z | |
| date available | 2017-05-08T21:26:04Z | |
| date copyright | May 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%291090-0241%281997%29123%3A5%28402%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51330 | |
| description abstract | Geosynthetic clay liners (GCLs), which consist of a thin layer of bentonite attached to one or more geosynthetic materials, are receiving increased use as low-permeability barrier layers in waste-containment systems. Tests were performed in tanks to measure the hydraulic conductivity of GCLs that were subjected to differential settlement. In most cases the GCLs maintained a hydraulic conductivity of 1 × 10 | |
| publisher | American Society of Civil Engineers | |
| title | Geosynthetic Clay Liners Subjected to Differential Settlement | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1997)123:5(402) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 005 | |
| contenttype | Fulltext | |
