2BENTUR A, MINDNESS S.Fiber reinforced cementitious composites[M]. Taylor & Francis, 2007.
3ASTM C 1579-06,Standard test method for evaluating plastic shrinkage cracking of restrained fiber reinforced concrete (using a steel form insert)[P].United states:PA 19428-2959.
4QI C,WEISS J,OLEK J.Characterization of plastic shrinkage cracking in fber reinforced concrete using semi-automated image analysis[J]. Concrete Science and Engineering, 2003 (36) : 386-395.
5LITOROWICZ A.Identification and quantification of cracks in concrete by optical fluorescent micmscopy[J].Cement and Concrete Research, 2006(36): 1508-1515.
6SOROUSHIAN P,ELZAFRANEY M,NOSSONI A.Specimen preparation and image processing and analysis techniques for automated quantification of concrete nlicrocracks and voids[J].Cement and Concrete Research, 2003 (33 ) : 1949-1962.
7KRAAI P.Proposed test to determine the cracking potential due to drying shrinkage of concrete[J].Concrete Construction, 1985,30(9) : 775.
8SOROUSHIAN P,RAVANBAKHSH S.Control of plastic shrinkage cracking with specialty cellulose fibers[J].ACI Materials Journal, 1998 (4) : 429-435.
9AMMOUCHE A,RISS J,BREYSSE D.Image analysis for automated study of microcracks in concrete[J].Cement & Concrete Composites,2001 (23) :267-278.
10AMMOUCHE A, BREYSSE D, HORNAIN H.A new analysis technique for the quantitative assessment of micro-crack in cement-based material[J].Cement and Concrete Researeh,2000(30):25-35.
