Research on Modeling Method for Freezing Tunnel with Fractured Surrounding Rock

Article Preview

Abstract:

The modeling method for freezing tunnel with fractured surrounding rock is discussed. Frost weathering of rock in cold regions poses serious threat to the stability of geotechnical engineering. Fracture in the freezing rock plays an important role in the mechanical features of the rock mass. However, most of the previous study on freezing rock considered the rock as continuous media, in which the effects of fracture are not reflected sufficiently. This paper overcomes the above-mentioned insufficient and considers the fracture as an important factor while modeling. The model of frost fracture is built by AutoCAD and then transferred into ANSYS for meshing, and finally imported into FLAC3D for calculating by converting procedure. The method of equivalent coefficient of thermal expansion is used to simulate the expansion of water while freezing. The stress and thermal fields after some steps of calculation are ultimately simulated and the influence of fractures is reflected in the results.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 455-456)

Pages:

1591-1595

Citation:

Online since:

January 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] S. Kurilko, and M. D. Novopashin, Features of low temperature effect upon strength of enclosing rock and kimberlite in the 'udachnay' apipe, Journal of Mining Science, vol. 41, no. 2, pp.119-122, (2005).

DOI: 10.1007/s10913-005-0071-7

Google Scholar

[2] K. Hall, Evidence for freeze-thaw events and their implications for rock weathering in northern Canada, Earth Surface Processes and Landforms, vol. 29, pp.43-57, (2004).

DOI: 10.1002/esp.1012

Google Scholar

[3] Z. J. Yang, and J. F. Chen, Fully automatic modelling of cohesive discrete crack propagation in concrete beams using local arc-length methods, International Journal of Solids and Structures, vol. 41, no. 3-4, pp.801-826, (2004).

DOI: 10.1016/j.ijsolstr.2003.09.033

Google Scholar

[4] N. Matsuoka, Mechanisms of rock breakdown by frost action: An experimental approach, Cold Regions Science and Technology, vol. 17, pp.253-270, (1990).

DOI: 10.1016/s0165-232x(05)80005-9

Google Scholar

[5] C. -G. Yan, F. -Q. Wu, S. -W. Qi, et al, Deformation and strength parameters and size effect of random jointed mass by numerical simulation, Chinese Journal of Geotechincal Engineering, vol. 31, no. 6, pp.879-885, June (2009).

Google Scholar

[6] T. Wang, H. -C. Zhu, H. Li, et al, On the computerized direct method generating joint random number, Chinese Journal of Rock Mechanics and Engineering, vol. 21, no. 4, pp.489-492, April (2002).

Google Scholar