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Author:

Jin, S.-S. (Jin, S.-S..) | Zhang, J.-X. (Zhang, J.-X..) | Zhang, J. (Zhang, J..) | Wang, D.-Z. (Wang, D.-Z..)

Indexed by:

Scopus PKU CSCD

Abstract:

Water permeability in concrete is one of the main reasons behind deterioration of concrete. Hydraulic pressure method which is designed according to Darcy's law is the leading method to evaluate water permeability in concrete at present. However, with the development of concrete material and construction technology, the porosity of concrete reduces and density of concrete increases gradually, hydraulic pressure method loses applicability for evaluating water permeability. Water absorption test is designed based on transport theory, and computational model of diffusion coefficient is gained by perform mathematical calculations. The results indicate that the computational diffusion coefficient could be used to evaluate water permeability in mortar or concrete.

Keyword:

Concrete; Diffusion; Permeability; Water

Author Community:

  • [ 1 ] [Jin, S.-S.]Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Zhang, J.-X.]Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Zhang, J.]Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Zhang, J.]Capital Highway Development Group Corporation, Beijing 100087, China
  • [ 5 ] [Wang, D.-Z.]Qinhuangdao Transportation Bureau, Qinhuangdao 066600, China

Reprint Author's Address:

  • [Jin, S.-S.]Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Wuhan University of Technology

ISSN: 1671-4431

Year: 2009

Issue: 16

Volume: 31

Page: 31-35

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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