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contributor authorJulio R. Valdes
contributor authorShih-Hsun Liang
date accessioned2017-05-08T21:28:36Z
date available2017-05-08T21:28:36Z
date copyrightJuly 2006
date issued2006
identifier other%28asce%291090-0241%282006%29132%3A7%28861%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52945
description abstractThis 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.
publisherAmerican Society of Civil Engineers
titleStress-Controlled Filtration with Compressible Particles
typeJournal Paper
journal volume132
journal issue7
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2006)132:7(861)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007
contenttypeFulltext


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