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in Chile Three test sections wereconstructed between 2004 and 2006 and their performance monitored Theslab sizes ranged from 1 2 to 1 75 m The thicknesses varied between 8 and 15cm The performance of thinner slabs was poor The thicker slabs howevershowed promising results The main distress observed in most cases waslongitudinal cracking followed by transverse and corner cracking The threetypes of
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