contributor author | Sheng-hong Chen | |
contributor author | Yong-ming Li | |
contributor author | Wei-ming Wang | |
contributor author | Isam Shahrour | |
date accessioned | 2017-05-08T21:28:00Z | |
date available | 2017-05-08T21:28:00Z | |
date copyright | July 2004 | |
date issued | 2004 | |
identifier other | %28asce%291090-0241%282004%29130%3A7%28759%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52540 | |
description abstract | In 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 | |
publisher | American Society of Civil Engineers | |
title | Analysis of Gravity Dam on a Complicated Rock Foundation Using an Adaptive Block Element Method | |
type | Journal Paper | |
journal volume | 130 | |
journal issue | 7 | |
journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
identifier doi | 10.1061/(ASCE)1090-0241(2004)130:7(759) | |
tree | Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 007 | |
contenttype | Fulltext | |