JENSEN A D,CHATTERJI S.State of the art report on micro-cracking and lifetime of concrete-Part I[J].Mater Struct,1996,29(1):3-8. [2]GUSE U,HILSDORF H K.Surface cracking of high strength concrete [A]//WITTMANN F H,SCHWESINGER P,eds.High Performance Concrete:Material Properties and Design[C].Freiburg:Aedificatio Verlag GmbH,1995:69-89. [3]PERSSON B.Experimental studies on shrinkage of high performance concrete[J].Cem Concr Res,1998,28(7):1023-1036. [4]ZHANG M H,TAM C T,LEOW M P.Effect of water-to-cementitious materials ratio and silica fume on the autogenous shrinkage of concrete [J].Cem Concr Res,2003,33(10):1687-1694. [5]蒋正武,王培铭.等温干燥条件下混凝土内部相对湿度的分布[J].武汉理工大学学报,2003,25(7):18-21.JIANG Zhengwu,WANG Peiming.J Wuhan Univ Tech(in Chinese), 2003,25(7):18-21. [6]KIM J K,LEE C S.Prediction of differential drying shrinkage in con- crete[J].Cem Concr Res,1998,28(7):985-994. [7]MELO NETO A A,ALBA CINCOTTO M,REPETTE W.Drying and autogenous shrinkage of pastes and mortars with activated slag cement [J].Cem Concr Res,2008,38(4):565-574. [8]高小建,巴恒静.混凝土早期自收缩、强度与水泥水化率的关系[J].工业建筑,2006,36(2):64-67.GAO Xiaojian,BA Hengjing.Ind Constr(in Chinese),2006,36(2): 64-67. [9]ALTOUBAT S A,LANGE D A.Creep,shrinkage,and cracking of restrained concrete at early age[J].ACI Mater J,2001,98(4):323-331.