Experimental Study on the Carrying Capacity of Lining Structure of Hydraulic Tunnel

Abstract:

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In this paper, a large-scale indoor model test with water pressure is conducted in order to investigate the stress and deformation properties of reinforced concrete lining structures with circular cross-sections.Under internal water pressure, the water pressure carried by lining structure is about 20%~40% of total water pressure before cracking and less than 30% after cracking.Under external water pressure, without drainage of outer side of lining, the water pressure carried by lining structure is only less than 40% of total water pressure.

Info:

Periodical:

Advanced Materials Research (Volumes 361-363)

Edited by:

Qunjie Xu, Honghua Ge and Junxi Zhang

Pages:

1593-1597

DOI:

10.4028/www.scientific.net/AMR.361-363.1593

Citation:

W. Shen and S. L. Xu, "Experimental Study on the Carrying Capacity of Lining Structure of Hydraulic Tunnel", Advanced Materials Research, Vols. 361-363, pp. 1593-1597, 2012

Online since:

October 2011

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$35.00

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