DocumentCode :
2847333
Title :
Research on Dimension Algorithms about Fractal of Micro-structure Curve of Rock by Using Box-Counting Dimension Method
Author :
Zhengyu, Lu ; Yangyong, Sun
Author_Institution :
Sch. of Traffic & Transp. Eng., Changsha Univ. of Sci. & Technol., Changsha, China
Volume :
2
fYear :
2010
fDate :
13-14 Oct. 2010
Firstpage :
189
Lastpage :
192
Abstract :
This paper introduces the pavement of granite, basalt, limestone, etc coarse aggregate microstructure surface texture. Using MATLAB programming calculation, the contour line and the original data of fractal dimension, and with KOCH KOCH curve (etc) norm form for the calibration, graphics are calculated respectively the pebble granite limestone basalt data algorithm and graphics algorithm dimension of results. The results show that, when the box counting dimension method, using a graphic calculation method of stone material surface texture curve of the dimension of the calculation results of surface texture, more comparable nuances of recognition sensitivity, stronger, different types of stone obvious differences in dimension, results and actual situation trend to recommend in engineering practice using the algorithm.
Keywords :
aggregates (materials); computer graphics; fractals; geotechnical engineering; rocks; structural engineering computing; KOCH KOCH curve; Matlab programming calculation; basalt; box-counting dimension method; coarse aggregate microstructure; fractal dimension; granite; graphic calculation method; graphics algorithm dimension; limestone; rock microstructure curve; stone material surface; surface texture; Aggregates; Algorithm design and analysis; Fractals; Graphics; Surface texture; Surface topography; Coarse aggregate; box-counting method; dimension; fractal;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Intelligent System Design and Engineering Application (ISDEA), 2010 International Conference on
Conference_Location :
Changsha
Print_ISBN :
978-1-4244-8333-4
Type :
conf
DOI :
10.1109/ISDEA.2010.172
Filename :
5743406
Link To Document :
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