Open Access Open Access  Restricted Access Subscription or Fee Access

Fluid and Ion Transport in Cement-Based Materials: A Systematic Review

Subhojit Chattaraj, Sanjoy Shil

Abstract


The development of fluid and ions in some concrete is occurred according to four basic mechanisms: capillary suction is due to capillary action inside of cement paste, permeation due to on pressure gradients, Diffusion is happened due to concentration gradients, and migration is due to electrical potential gradients. In this paper the transportation processes in concrete are described. Every process has a brief introduction to the physical mechanism by providing the examples of how they can contribute to the deterioration in concrete structures.

 


Keywords


Capillary suction, permeation, diffusion, migration, Concrete Structure.

Full Text:

PDF

References


Alnedawi A, Al-Ameri R, Nepal KP. Neural network-based model for prediction of permanent deformation of unbound granular materials. Journal of Rock Mechanics and Geotechnical Engineering. 2019 Dec 1;11(6):1231-42.

Mohsenian Hadad Amlashi S, Vaillancourt M, Carter A, Bilodeau JP. Resilient modulus of pavement unbound granular materials containing recycled glass aggregate. Materials and Structures. 2018 Aug;51(4):89.

Erlingsson S, Rahman S, Salour F. Characteristic of unbound granular materials and subgrades based on multistage RLT testing. Transportation Geotechnics. 2017 Dec 1; 13:28-42.

Pratibha R, Sivakumar Babu GL, Madhavi Latha G. Stress–strain response of unbound granular materials under static and cyclic loading. Indian Geotechnical Journal. 2015 Dec; 45: 449 - 457.

Bagui SK. Pavement design for rural low volume roads using cement and lime treatment base. Jordan Journal of Civil Engineering. 2012 Jan 1;6(3):293-303.

Gupta A, Kumar P, Rastogi R. Pavement deterioration and maintenance model for low volume roads. International Journal of Pavement Research and Technology. 2011 Jul 1;4(4):195.

Zhou H, Yuan J, Liu H. A general analytical solution for lateral soil response of non-circular cross-sectional pile segment. Applied Mathematical Modelling. 2019 Jul 1; 71:601-31.

Dehghanpoor A, Thambiratnam D, Taciroglu E, Chan T. Soil-pile-superstructure interaction effects in seismically isolated bridges under combined vertical and horizontal strong ground motions. Soil Dynamics and Earthquake Engineering. 2019 Nov 1; 126:105753.

Wu J, Wang K, El Naggar MH. Dynamic soil reactions around pile-fictitious soil pile coupled model and its application in parallel seismic method. Computers and Geotechnics. 2019 Jun 1; 110:44-56.

Cui J, Li J, Zhao G. Long-term time-dependent load-settlement characteristics of a driven pile in clay. Computers and Geotechnics. 2019 Aug 1; 112:41-50.

Tong D, Liao C, Chen J. Wave-monopile-seabed interaction considering nonlinear pile-soil contact. Computers and Geotechnics. 2019 Sep 1; 113:103076.

Rooz AF, Hamidi A. A numerical model for continuous impact pile driving using ALE adaptive mesh method. Soil Dynamics and Earthquake Engineering. 2019 Mar 1; 118:134-43.

Xu, G., Wei, J., Tan, T., Liu, H. Q. Modeling bond strength of corroded plain bar reinforcement in concrete. Structural Concrete, 2007, 8 (1), pp. 133–138.

Song, H. W., Lee, C. H., Ann, K. Y. Factors influencing chloride transport in concrete structures exposed to marine environments. Cement and Concrete Composites, 2008, 30 (2)

J. M. Aldred. The relative importance of permeability and sorptivity in the durability of reinforced concrete. Proceedings of the Fourth International Conference on Durability of Building Materials and Components. Singapore, 4–6 November 1987, Pages 752-761.




DOI: https://doi.org/10.37591/rtfm.v10i1.7384

Refbacks

  • There are currently no refbacks.


Copyright (c) 2023 Recent Trends in Fluid Mechanics