DocumentCode
2058057
Title
The Joint Distribution Effect on the Deformation Size Effect of Rock Mass
Author
Li Dongping ; Li Xianmin ; Gao Tianbao ; Li Zheng
Author_Institution
Coll. of Civil Eng., Hebei Univ. of Eng., Handan, China
Volume
2
fYear
2010
fDate
14-15 Aug. 2010
Firstpage
259
Lastpage
262
Abstract
Using the similar material and simulating test block joint by prepared vitriol paper, the scale effect on deformation of five kinds of fractal distribution joint rock mass is studied, in which the deformation of rock simulate block is obtained form the test on the same scale. On the base of analyzing the deformation change with the scale or the joint distribution dimension, the planar empirical equation is put forward. It is concluded that the rock ductility law increasing with the number argument of rock masses joint is deduced, however, the damage process and way are controlled by the joint distribution.
Keywords
ductility; geotechnical engineering; rocks; deformation size effect; ductility; joint distribution effect; rock mass; Data models; Deformable models; Equations; Fitting; Fractals; Joints; Mathematical model; Deformation; Jointed rock mass; Scale effect; Similar material;
fLanguage
English
Publisher
ieee
Conference_Titel
Information Engineering (ICIE), 2010 WASE International Conference on
Conference_Location
Beidaihe, Hebei
Print_ISBN
978-1-4244-7506-3
Electronic_ISBN
978-1-4244-7507-0
Type
conf
DOI
10.1109/ICIE.2010.157
Filename
5571380
Link To Document