DocumentCode
2131153
Title
Mechanical Characteristics of Anchorage Interface Based on Fractal Theory
Author
Zhan, Yubao ; Zhao, Haitao ; You, Chunan
Author_Institution
Dept. of Resources & Civil Eng., Shandong Univ. of Sci. & Technol., Tai´´an, China
fYear
2010
fDate
24-26 Aug. 2010
Firstpage
1
Lastpage
4
Abstract
Mechanical characteristics of anchorage-body interface were studied by using fractal theory. The influence to fractal dimension of anchorage-body interface caused by the sand factor of grouting material and the sand fineness was studied. The study shows that the fractal dimension and the roughness coefficient of the interface increase with the increase of sand factor, and decrease with the decrease of sand factor. The fractal dimension of the interface decreases with the increase of the fractal dimension of sand fineness, on the contrary, the fractal dimension of the interface increases. The results show that fractal theory provides a new method of studying mechanical characteristics of anchorage-body interface. During anchorage design, sand factor of grouting material may be optimized based on the analysis of the fractal dimension of sand fineness of grouting material, in addition, the fractal dimension and roughness of anchorage-body interface may be increased to improve the shearing resistance of the interface.
Keywords
anchors; fractals; geotechnical engineering; interface roughness; sand; shear strength; anchorage-body interface; fractal theory; grouting material; interface roughness; mechanical characteristic; sand factor; sand fineness; shearing resistance; Fasteners; Fractals; Joints; Materials; Mechanical factors; Soil; Surface roughness;
fLanguage
English
Publisher
ieee
Conference_Titel
Management and Service Science (MASS), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-5325-2
Electronic_ISBN
978-1-4244-5326-9
Type
conf
DOI
10.1109/ICMSS.2010.5575342
Filename
5575342
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