Properties of Recycled Concrete Aggregates for Airfield Rigid Pavements

[1]  Jianzhuang Xiao,et al.  Failure processes of modeled recycled aggregate concrete under uniaxial compression , 2012 .

[2]  Armen N. Amirkhanian.  Properties of functionally graded concrete slabs , 2012 .

[3]  Alexander S. Brand,et al.  Fractionated Reclaimed Asphalt Pavement (FRAP) asa Coarse Aggregate Replacement in a Ternary Blended Concrete Pavement , 2012 .

[4]  Takafumi Noguchi,et al.  Effects of simulated environmental conditions on the internal relative humidity and relative moisture content distribution of exposed concrete , 2011 .

[5]  Deyu Kong,et al.  Effect and mechanism of surface-coating pozzalanics materials around aggregate on properties and ITZ microstructure of recycled aggregate concrete , 2010 .

[6]  Jeffery Raphael Roesler,et al.  Top-Down Cracking Predictions for Airfield Rigid Pavements , 2009 .

[7]  Amanda Bordelon,et al.  Fracture properties of concrete containing recycled concrete aggregates , 2009 .

[8]  David A Lange,et al.  Comparison of two processes for treating rice husk ash for use in high performance concrete , 2009 .

[9]  Benoit Fournier,et al.  Quantification of the residual mortar content in recycled concrete aggregates by image analysis , 2009 .

[10]  Vivian W. Y Tam,et al.  Diversifying two-stage mixing approach (TSMA) for recycled aggregate concrete: TSMAs and TSMAsc , 2008 .

[11]  J. Benge,et al.  Influence of Recycled Aggregates on Mechanical Properties of High Performance Concrete , 2008 .

[12]  Athar Saeed,et al.  Performance-Related Tests of Recycled Aggregates for Use in Unbound Pavement Layers , 2008 .

[13]  J. Brito,et al.  Mechanical behaviour of concrete made with fine recycled concrete aggregates , 2007 .

[14]  A. Marí,et al.  Influence of Amount of Recycled Coarse Aggregates and Production Process on Properties of Recycled Aggregate Concrete , 2007 .

[15]  C. Tam,et al.  Assessment of durability of recycled aggregate concrete produced by two-stage mixing approach , 2007 .

[16]  Antonio R. Marí,et al.  Microstructure analysis of hardened recycled aggregate concrete , 2006 .

[17]  Vivian W. Y Tam,et al.  Comparing performance of modified two-stage mixing approach for producing recycled aggregate concrete , 2006 .

[18]  David A. Lange,et al.  Internal relative humidity and drying stress gradients in concrete , 2006 .

[19]  David A Lange,et al.  Mechanical Properties of Concrete Pavement Mixtures with Larger Size Coarse Aggregate , 2006 .

[20]  C. Tam,et al.  Microstructural analysis of recycled aggregate concrete produced from two-stage mixing approach , 2005 .

[21]  Chi Sun Poon,et al.  Effect of microstructure of ITZ on compressive strength of concrete prepared with recycled aggregates , 2004 .

[22]  C. Poon,et al.  Influence of moisture states of natural and recycled aggregates on the slump and compressive strength of concrete , 2004 .

[23]  K. Sagoe-Crentsil,et al.  Performance of concrete made with commercially produced coarse recycled concrete aggregate , 2001 .

[24]  K. Ramamurthy,et al.  PROPERTIES OF RECYCLED AGGREGATE CONCRETE , 1998 .

[25]  T. Hansen.  Recycling of Demolished Concrete and Masonry , 1992 .

[26]  T. Hansen.  Recycled concrete aggregate and fly ash produce concrete without portland cement , 1990 .

[27]  Lloyd S. Nelson,et al.  Statistical Design and Analysis of Experiments , 1990 .

[28]  G D Cline,et al.  Recycling of Portland Cement Concrete Airport Pavements - An Experimental Investigation. , 1986 .

[29]  Surendra P. Shah,et al.  Two Parameter Fracture Model for Concrete , 1985 .

[30]  A. Hillerborg.  The theoretical basis of a method to determine the fracture energyGF of concrete , 1985 .