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contributor authorP. H. S. W. Kulatilake
contributor authorBibhuti B. Panda
date accessioned2017-05-08T22:39:20Z
date available2017-05-08T22:39:20Z
date copyrightAugust 2000
date issued2000
identifier other%28asce%290733-9399%282000%29126%3A8%28850%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85243
description abstractThe effect of joint geometry parameters and the size of jointed rock block on the hydraulic properties of jointed rock, including the equivalent continuum behavior, was investigated through numerical experimentation. The chance to reach equivalent continuum behavior for a rock mass having a certain joint configuration increases with the increase of block size. The REV (representative elementary volume) size to show hydraulic equivalent continuum behavior for a jointed rock system was found to depend on the orientation of the joint sets; the REV size seems to decrease with increasing joint density and joint size. The REV does not seem to exist for some rock masses having joint systems with low relative orientation angles (systems with two joint sets) and low densities. The average block permeability (
publisherAmerican Society of Civil Engineers
titleEffect of Block Size and Joint Geometry on Jointed Rock Hydraulics and REV
typeJournal Paper
journal volume126
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2000)126:8(850)
treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 008
contenttypeFulltext


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