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contributor authorCheng-Der Wang
contributor authorChin-Liang Yao
date accessioned2017-05-08T21:31:53Z
date available2017-05-08T21:31:53Z
date copyrightJanuary 2006
date issued2006
identifier other%28asce%291532-3641%282006%296%3A1%2864%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55035
description abstractSince the planes of foundations are not usually regularly shaped, and the loads are often applied on the anisotropic materials, such as transversely isotropic soils or rocks, calculating the induced displacements and stresses by an arbitrarily shaped load for a transversely isotropic medium is rather tedious and time consuming. Hence, how to estimate those values correctly and quickly by computer was the major objective in constructing the fast anisotropic displacements and stresses (
publisherAmerican Society of Civil Engineers
titleAutomatically Computing the Displacements and Stresses Induced by Three-Dimensional Arbitrarily Shaped Loads in a Transversely Isotropic Medium
typeJournal Paper
journal volume6
journal issue1
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2006)6:1(64)
treeInternational Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 001
contenttypeFulltext


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