Study on the Fractal Dimension of Rock Fracture Surface after Different Temperatures

Article Preview

Abstract:

In order to study the relationship between the fractal dimension of rock fracture surface and temperature, uniaxial compression experiments on the granite rock and scanning electron microscopy experiments on the rock fracture surface were carried out after different temperatures. The fractal dimension was calculated by using scanning electron microscopy images. The results are as following: (1) The cracks show intergranular damage like rock candy, rivers and so on at the temperature from 25°C to 200°C. The fractal dimension are volatile, the fractal dimension reach the maximum at 200 °C, it can be inferred that the granite rock burst the most energy consumption at 200 °C; (2) From 200°C to 800°C, the cracks transform from stepped cleavage, intergranular fracture gradually to grain crushing, transgranular cracking damage with the rise of temperature. When the temperature is above 800 °C, the cracks transform from the transgranular cracks, shear slip bands gradually to dimples and microporous points. The cracks of rock surface transform from irregular crack structure to homogeneous pore structure gradually at high temperature, the weakening of rock heterogeneity is the basic reason for the decrease of fractal dimention of rupture surface, the fractal dimension is reduced from 1.634 at 200 °C to 1.595 at 1200 °C, the margin of reduction is 2.39%. At the same time, the energy consumption of rock rupture decreases with the rise of temperature, rock transforms from brittle to plastic gradually.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

164-169

Citation:

Online since:

April 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Y.S. Ni, Z.B. Kuang and Y.Q. Yang: Chinese Journal of Rock Mechanics and Engineering Vol. 11(1992), pp.295-303.

Google Scholar

[2] B. B. Mandelbrot,D. E . Passoja: Paullay A.J. Nature Vol. 308 (1984), pp.721-722.

DOI: 10.1038/308721a0

Google Scholar

[3] Y.H. Zhao, J.F. Huang and J.D. Geng: Scientia Geologica Sinica Vol. 29(1994), pp.137-143.

Google Scholar

[4] Y.H. Zhao. Chinese Science Bulletin Vol. 40(1994), pp.621-623.

Google Scholar

[5] Z.J. Jiang: Mechanical Characteristics and Mesotesting Investigation of Heated Marble(HeHai University, NanJing 2007).

Google Scholar

[6] H.W. Wang, H.W. Zhou and H.P. Xie: Journal of Experimental Mechanics Vol. 23 (2008), pp.118-124.

Google Scholar

[7] F.G. Wang and C.X. Zhu: Ship Electronic Engineering Vol. 29 (2009), pp.144-146.

Google Scholar

[8] X.J. Shi, Z.R. Niu and H.M. Xu: Acta Geophysica Sinica Vol. 35(1992), pp.154-159.

Google Scholar

[9] S.M. Yi and W.Q. Zhao: Chinese Journal of Rock Mechanics and Engineering Vol. 18(1999), pp.520-523.

Google Scholar

[10] Y. JU, L. Sudak and H.P. Xie: International Journal of Solids and Strucures Vol. 44(2007), pp.4256-4271.

Google Scholar

[11] X.L. Xu: Research on the Mechanical Characteristics and Micromechanism of Granite under Temperature Loads(China University of Mining and Technology, XuZhou 2008).

Google Scholar

[12] Y. Chen and L. Chen: Fractal Geometry(Seismological Press, China 1998).

Google Scholar

[13] H.P. Xie: Introduction to fractal in rock mechanics(Science Press, China 1996).

Google Scholar

[14] H.P. Xie and Z.D. Chen: Chinese Journal of Theoretical and Applied Mechanics Vol. 20(1988), pp.264-271.

Google Scholar

[15] R.D. Peng, H.P. Xie and Y. Ju: Journal of China University of Mining & Technology Vol. 33(2004), pp.19-24.

Google Scholar