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contributor authorEyad Masad
contributor authorBalasingam Muhunthan
date accessioned2017-05-08T21:26:56Z
date available2017-05-08T21:26:56Z
date copyrightMarch 2000
date issued2000
identifier other%28asce%291090-0241%282000%29126%3A3%28199%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51862
description abstractA procedure for constructing resin impregnated sand specimens for fabric (microstructure) analysis is presented. The impregnation device provides excellent control of the impregnation rate and confinement for different types of soils. Such control is necessary to minimize disturbance to the soil fabric during impregnation. The proposed technique also allows monitoring of the uniformity of impregnation throughout the process. Image analysis techniques are used to examine the variation of porosity at the microscopic and macroscopic levels within specimens. The analysis shows that about twice the deviation in local porosity from average porosity is obtained when microscopic measurements are used, as compared with the macroscopic measurements. Soil fabric anisotropy is characterized using two directional functions. Each of these functions has two components: an average value that describes the isotropic condition and a deviatoric tensor that represents the deviation from the average. They are shown to capture the relative distribution of air voids and their connectivity in different directions. The functions are also used to simulate the three-dimensional anisotropic fabric of soils in a computer.
publisherAmerican Society of Civil Engineers
titleThree-Dimensional Characterization and Simulation of Anisotropic Soil Fabric
typeJournal Paper
journal volume126
journal issue3
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2000)126:3(199)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 003
contenttypeFulltext


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