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contributor authorSheng-hong Chen
contributor authorYong-ming Li
contributor authorWei-ming Wang
contributor authorIsam Shahrour
date accessioned2017-05-08T21:28:00Z
date available2017-05-08T21:28:00Z
date copyrightJuly 2004
date issued2004
identifier other%28asce%291090-0241%282004%29130%3A7%28759%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52540
description abstractIn this Technical Note, the adaptive block element method of rock masses is formulated, in which the elastoplastic characteristics of both rock blocks and discontinuities are taken into account. The concept of an overlay element is illustrated first; then the displacement fields of rock blocks are expressed as functions of so-called general degree of freedoms using the shape functions of the hierarchical finite element method; the governing equations of the rock block system are deduced on the basis of the virtual work principle; and the
publisherAmerican Society of Civil Engineers
titleAnalysis of Gravity Dam on a Complicated Rock Foundation Using an Adaptive Block Element Method
typeJournal Paper
journal volume130
journal issue7
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2004)130:7(759)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 007
contenttypeFulltext


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