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Test on Durability of Shield Tunnel Concrete Segment under Coupling Multi-Factors

Author(s):




Medium: journal article
Language(s): English
Published in: The Open Civil Engineering Journal, , n. 1, v. 8
Page(s): 451-457
DOI: 10.2174/1874149501408010451
Abstract:

To study the durability of shield tunnel concrete segment under coupling multi-factors, the durability and degradation law of reinforced concrete segments under the joint action of carbonation, sulfate, chloride salt and stray current was studied by accelerated environmental and direct current (DC) power simulation test. The results show that the presence of the stray current not only accelerates the migration of chloride ions to the concrete, but also makes chlorine ion gradually converge to the steel surface. The steel corrosion near the corrosion solution on the up surface of segment is more serious than the steel corrosion near the carbon dioxide on the lower surface. The interaction of chlorine ions and stray current primarily controls the durability of the segment.

Copyright: © 2015 Qiang Li et al.
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

  • About this
    data sheet
  • Reference-ID
    10175672
  • Published on:
    02/01/2019
  • Last updated on:
    02/06/2021
 
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