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contributor authorWeimin Xiao
contributor authorCaichu Xia
contributor authorWei Wang
contributor authorShigui Du
contributor authorRonggui Deng
date accessioned2017-12-16T09:13:43Z
date available2017-12-16T09:13:43Z
date issued2016
identifier other%28ASCE%29GM.1943-5622.0000581.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240198
description abstractA contact algorithm to determine the aperture evolution of a rock fracture during shearing is reported. The algorithm was based on a theoretical normal closure model and semianalytical dilation model and required only the three-dimensional topography data of the two fracture surfaces at the initial stage before shearing. It allowed the prediction of the aperture distribution of a fracture under normal stress and various shear displacements, which is difficult to observe in coupled shear-flow tests. To ensure the precision of the surface topography data, a laser-scanning profilometer system was used for surface topography measurement. The contact algorithm was then used to predict the aperture evolution of a marble fracture during shearing. The results of aperture variation under normal stress and shear displacement were analyzed and compared with an equivalent aperture derived from back-calculation of flow test results. The results indicated that the contact algorithm is efficient in predicting aperture evolution.
publisherAmerican Society of Civil Engineers
titleContact Algorithm for Determining Aperture Evolution of Rock Fracture during Shearing
typeJournal Paper
journal volume16
journal issue3
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000581
treeInternational Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 003
contenttypeFulltext


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