Model Experiment Study on Anti-Explosion Characteristics of Underground Caverns Reinforced by External Cross-Anchoring

Article Preview

Abstract:

The objective of this paper is exactly to assess the effect of anti-explosion for tunnels anchored outside under the condition of thin coating layer. To meet the similarity requirements, two groups of test models were made to simulate the responses of caverns under blast loading. It showed that: been anchored outside, displacements of the wall in caverns was decreased, so were the acceleration and compressive stresses with varying degrees, but the deformation stiffness and the overall stability were enhanced. This method does not take up space inside but it is beneficial to reduce the minimum thickness of protective layer and provides a new way to improve the anti-explosion performance for caverns under the conditions of thin coating layer.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

826-830

Citation:

Online since:

January 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Hagedorn H. Dynamic rock bolt test and UDEC simulation for a large carven under shock load[C]. Proceedings of International UDEC/3DEC Symposium on Numerical Modeling of Discrete Materialsin Geotechnical Engineering, Civil Engineering, and EarthSciences. Bochum( 2004), pp.191-197.

DOI: 10.1201/9780203023983-8

Google Scholar

[2] Thorpe R. K, Heuze F. E. Dynamic response of rock reinforcement in a cavity under internal blast loading: an add-on test to the pre-mill yard event[R](1985).

Google Scholar

[3] Littlejohn G. S, Rodger A.A. Dynamic response of rock bolt systems[C]. Proceedings of 2nd International Conference on Foundations and Tunnels. London(1989), pp.57-64.

Google Scholar

[4] GU Jincai, Chen Anmin, XU Jingmao etc. Model test study of failure patterns of anchored tunnel subjected to explosion load [J], Chinese Journal of Rock Mechanics and Engineering, Vol. 27(07) (2008), pp.1315-1319.

Google Scholar

[5] Yang Ziyou, GU Jincai, Chen Anmin. Model experiment study on influences of reinforcement on intervals of rock bolts in surrounding rock under explosive waves [J], Chinese Journal of Rock Mechanics and Engineering, Vol. 27(07) (2008), pp.757-761.

Google Scholar

[6] Yang Ziyou, GU Jincai, Chen Anmin. Model experiment study on influences of anti-blast characteristics of rock bolt length on wall rock of underground cavern [J], Journal of Vibration and Shock, Vol. 28(01) (2009), pp.24-27.

Google Scholar