Paper Title:
Experimental Study on the Carrying Capacity of Lining Structure of Hydraulic Tunnel
  Abstract

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)
Chapter
Chapter 11: Environmental Protection and Economic Development
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, 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
Export
Price
$32.00
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