Paper Title:
Study on Permeability of Concrete under Sustaining Tension
  Abstract

An experimental device which provided uniaxial sustaining tension stress to concrete was especially designed with pressed spring. The accelerated, steady state chloride migration experimental method was used to test the permeability of concrete under tension resulting from designed device. Concrete with two mixture proportions was tested to get chloride diffusion coefficient under different tension stress. Mathematics models were built to show the change of chloride diffusivity coefficient of concrete under tension.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
3306-3310
DOI
10.4028/www.scientific.net/AMR.163-167.3306
Citation
L. G. Ma, Y. S. Zhang, L. G. Song, "Study on Permeability of Concrete under Sustaining Tension", Advanced Materials Research, Vols. 163-167, pp. 3306-3310, 2011
Online since
December 2010
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Price
$32.00
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