Physical Causes of Concrete Deterioration

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.2 Factors Controlling Frost esistance of Concrete •(A) Air entrainment = void spacing of order of 0.1 to 0.2 mm MSA (in) air content (%) 3/8 1/2 3/4 1 2 3 7.5 7 6 6 5 4.5
B) ) Water / Cement ratio and curing. •**Figure
Page 1 and 2: hysical Causes of Concrete eteriora
Page 3 and 4: avitation •Good-quality concrete
Page 5 and 6: . Deterioration by Frost Action •
Page 7 and 8: The problem transformation of ice f
Page 9 and 10: Air-Entraining
Page 11 and 12: Degree of Saturation
Page 13 and 14: Low-temperature SEM
Page 15 and 16: Images
Page 17 and 18: Imagens Interface gelo-líquido em
Page 19 and 20: Interface gelo-líquido em soluçã
Page 21 and 22: Interface gelo-líquido em soluçã
Page 23: Does the t air void increases or de
Page 28 and 29: C) ) Strength. No direct relationsh
Page 30 and 31: .2) D-CrackingD •Aggregate proble
Page 32 and 33: .1) Effect of High Temperature on e
Page 34: .3) Effect of High Temperature on o

Physical Causes of Concrete Deterioration

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