Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates

By A. Bentur, S. Igarashi, K. Kovler. 2001

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An investigation on the use of zeolite aggregates for internal curing of concrete (2013, unknown): “1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 4 known as an efficient internal curing agent [14, 16].”
Efficiency of lightweight aggregates for internal curing of high strength concrete to eliminate autogenous shrinkage (2002, background): “ues in the range of 18 to 23kg/m 3 for the systems reported in references [ 3-7 ].”
Internal curing of engineered cementitious composites for prevention of early age autogenous shrinkage cracking (2009, background): “2 including pre-soaked LWA showed slight early expansion, which is also frequently reported in the literature [11,12].”