Probabilistic Analysis of the Durability of Piles with Microcracks Under Chloride Attack
Open Access
- 30 September 2021
- journal article
- research article
- Published by Springer Science and Business Media LLC in International Journal of Concrete Structures and Materials
- Vol. 15 (1), 1-12
- https://doi.org/10.1186/s40069-021-00478-5
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (52078289, 41772273)
- Science and Technology Commission of Shanghai Municipality (19520744100, 19040501800)
- State Key Laboratory of Coastal and Offshore Engineering (No. LP2111)
This publication has 29 references indexed in Scilit:
- Probabilistic evaluation of initiation time in RC bridge beams with load-induced cracks exposed to de-icing saltsCement and Concrete Research, 2011
- Effect of crack width on chloride diffusion coefficients of concrete by steady-state migration testsCement and Concrete Research, 2011
- On the time dependency of the chloride migration coefficient in concreteConstruction and Building Materials, 2010
- Prediction of time dependent chloride transport in concrete structures exposed to a marine environmentCement and Concrete Research, 2010
- The influence of longitudinal cracks on the corrosion protection afforded reinforcing steel in high performance concreteCement and Concrete Research, 2008
- Influence of traversing crack on chloride diffusion into concreteCement and Concrete Research, 2008
- Probabilistic model for the chloride-induced corrosion service life of bridge decksCement and Concrete Research, 2002
- Influence of cracking on the diffusion properties of cement-based materials: Part I: Influence of continuous cracks on the steady-state regimeCement and Concrete Research, 2000
- An overview and sensitivity study of a multimechanistic chloride transport modelCement and Concrete Research, 1999
- Prediction of long term chloride concentration in concreteMaterials and Structures, 1994