| contributor author | Julio R. Valdes | |
| contributor author | Shih-Hsun Liang | |
| date accessioned | 2017-05-08T21:28:36Z | |
| date available | 2017-05-08T21:28:36Z | |
| date copyright | July 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A7%28861%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52945 | |
| description abstract | This paper documents a novel filtration technology that incorporates low-stiffness filter matrix particles. The application of isotropic stresses leads to the compression of particles and ensuing pore throat size reductions in the filter matrix. The filtration capacity of the matrix is improved with increasing confinement because the retention of filtrate particles increases due to particulate plugging and bridging on the reduced pore throats. Conversely, relaxing the applied stresses renders system expansion, increased pore throat sizes, and enhanced flushing of entrapped particles from the filter. Experimental results indicate that this technology is most efficient in cases where particle retention occurs due to geometrical constraints (i.e., bridging); however, the system can also render filtration by surface deposition due to the net electrical attraction between the filtrate and filter. Experimental results are analyzed by considering particle-scale filtration mechanisms. | |
| publisher | American Society of Civil Engineers | |
| title | Stress-Controlled Filtration with Compressible Particles | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 7 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:7(861) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007 | |
| contenttype | Fulltext | |