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contributor authorIyathurai Sathananthan
contributor authorBuddhima Indraratna
date accessioned2017-05-08T21:28:38Z
date available2017-05-08T21:28:38Z
date copyrightJuly 2006
date issued2006
identifier other%28asce%291090-0241%282006%29132%3A7%28942%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52956
description abstractIn this study, the extent of the smear zone and the reduction of permeability and water content within the smear zone were investigated using a large-scale consolidometer. The installation of vertical drains by means of a mandrel causes significant disturbance of the subsoil surrounding the mandrel, resulting in a smear zone. The extent of the smear zone for Moruya clay (New South Wales, Australia) was estimated on the basis of normalized permeability and the reduction of water content by taking undisturbed samples (horizontally and vertically) at different locations. This study reveals that a significant reduction in water content and horizontal permeability takes place towards the drain, whereas the variation in the vertical permeability is negligible. The smear zone for Moruya clay was found to be 2.5 times the equivalent radius of the mandrel with the horizontal permeability varying from 1.09 to 1.64, an average of 1.34 times smaller than that of the undisturbed zone. Finally, a correlation between the permeability decrease and water content reduction within smear zone is proposed.
publisherAmerican Society of Civil Engineers
titleLaboratory Evaluation of Smear Zone and Correlation between Permeability and Moisture Content
typeJournal Paper
journal volume132
journal issue7
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2006)132:7(942)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007
contenttypeFulltext


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