Modeling of alkali-silica reaction in concrete: a review J.W. PAN 1, 2 ;Y.T. FENG 2 ;J.T. WANG 1 ;Q.C. SUN 1 ;C.H. ZHANG 1 ;D.R.J. OWEN 2 ; 1. State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing, 100084, China ; 2. Civil and Computational Engineering Research Centre, College of Engineering, Swansea University, Swansea, SA2 8PP, UK ; Fig.5 Left Idealized cubic array of expanding spherical glass particles surrounded by flaws and dominant growing cracks filled by pressurized ASR gel; right top one cell with glass particle and crack; right bottom Layer of reacted glass ASR gel layer growing into glass particle and layer of ASR gel forced into capillary pores of concrete [ 79 ] Frontiers of Structural and Civil Engineering,2012,6(1),1-18. Doi:10.1007/s11709-012-0141-2