A double-porosity model for water flow in unsaturated concrete-Reference-Cited by-同舟云学术

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A double-porosity model for water flow in unsaturated concrete

Published:2018-01 Issue: Volume:53 Page:510-522
ISSN:0307-904X
Container-title:Applied Mathematical Modelling
language:en
Short-container-title:Applied Mathematical Modelling

Author:

Li Dawang,Li Long-yuan,Wang Xianfeng,Xing Feng

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Applied Mathematics,Modeling and Simulation

Reference38 articles.

1. Performance of PFA concrete in a marine environment – 10-year results;Thomas;Cement Concr. Compos.,2004

2. Mechanism and mathematic modeling of chloride permeation in concrete under unsaturated state;Jin;J. Chin. Ceram. Soc.,2008

3. Analysis of chloride diffusion into partially saturated concrete;Saetta;ACI Mater. J.,1993

4. Modelling of chloride ingress into concrete from a saline environment;Wang;Build. Environ.,2001

5. Penetrability of lightweight aggregate concrete;Emiko;Mag. Concr. Res.,2010

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1. Investigation into the quasi-plasticity damage model for concrete with micropores based on peridynamics;Magazine of Concrete Research;2023-01

2. Modelling hydraulic and capillary‐driven two‐phase fluid flow in unsaturated concretes at the meso‐scale with a unique coupled DEM‐CFD technique;International Journal for Numerical and Analytical Methods in Geomechanics;2022-10-25

3. Modelling of convection, diffusion and binding of chlorides in concrete during wetting-drying cycles;Marine Structures;2022-07

4. Numerical and experimental investigation of coupled capillary suction and chloride penetration in unsaturated concrete under cyclic drying-wetting condition;Journal of Building Engineering;2022-07

5. Two‐scale continuum model for simulation of acid fracturing in carbonate reservoirs with two main mineral components;AIChE Journal;2022-04-15

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