Investigation of Optimized Graded Concrete for Oklahoma - Phase 2

[1]  Ashkan Ghaeezadah,et al.  A Workability Test for Slip Formed Concrete Pavements , 2014 .

[2]  Ashkan Ghaeezadeh,et al.  Aggregate assesment and durability evaluation of optimized graded concrete in the state of Oklahoma , 2014 .

[3]  Daniel Cook,et al.  Investigation of Optimized Graded Concrete for Oklahoma , 2013 .

[4]  Marllon Daniel Cook,et al.  Optimized graded concrete for slip formed paving , 2013 .

[5]  Tyler Ley,et al.  Concrete Pavement Mixture Design and Analysis (MDA): Effect of Aggregate Systems on Concrete Properties , 2012 .

[6]  Nicolas Roussel,et al.  Understanding the rheology of concrete , 2012 .

[7]  Peter C. Taylor,et al.  Concrete Pavement Mixture Design and Analysis (MDA): Effect of Aggregate Systems on Concrete Properties , 2012 .

[8]  Majella Anson-Cartwright,et al.  Optimization of Aggregate Gradation Combinations to Improve Concrete Sustainability , 2011 .

[9]  David W. Fowler,et al.  Utilizing Aggregates Characteristics to Minimize Cement Content in Portland Cement Concrete , 2009 .

[10]  Karthik H. Obla,et al.  On Aggregate Grading , 2008 .

[11]  D. A. Abrams,et al.  Proportioning Concrete Mixtures , 2008 .

[12]  Eric P. Koehler,et al.  Aggregates in Self-Consolidating Concrete , 2007 .

[13]  Matthew Tyler Ley,et al.  The effects of fly ash on the ability to entrain and stabilize air in concrete , 2007 .

[14]  Peter C. Taylor,et al.  Integrated Materials and Construction Practices for Concrete Pavement: A State-of-the-Practice Manual , 2006 .

[15]  P. K. Mehta,et al.  Concrete: Microstructure, Properties, and Materials , 2005 .

[16]  David Newton Richardson,et al.  Aggregate Gradation Optimization -- Literature Search , 2005 .

[17]  Patrick J. Harrison,et al.  For the Ideal Slab on Ground Mixture , 2004 .

[18]  Moray D. Newlands,et al.  Comparison of particle packing models for proportioning concrete constitutents for minimum voids ratio , 2002 .

[19]  S. Kosmatka,et al.  Design and Control of Concrete Mixtures , 2002 .

[20]  Toy S. Poole,et al.  Portland-cement concrete rheology and workability: final report , 2001 .

[21]  F. Larrard.  Concrete Mixture Proportioning: A Scientific Approach , 1999 .

[22]  J. D. Dewar,et al.  Computer Modelling of Concrete Mixtures , 1999 .

[23]  Per Goltermann,et al.  Packing of aggregates : An alternative tool to determine the optimal aggregate mix , 1997 .

[24]  Yang H. Huang,et al.  Pavement Analysis and Design , 1997 .

[25]  James M. Shilstone,et al.  PERFORMANCE SPECIFICATIONS FOR CONCRETE PAVEMENTS , 1991 .

[26]  C. D. Pomeroy.  Properties of fresh concrete , 1991 .

[27]  James M. Shilstone,et al.  Concrete Mixture Optimization , 1990 .

[28]  James M. Shilstone,et al.  A HARD LOOK AT CONCRETE , 1989 .

[29]  Dale P. Bentz,et al.  USING THE COMPUTER TO ANALYZE COATING DEFECTS , 1987 .

[30]  A. Neville.  Properties of Concrete , 1968 .

[31]  T. C. Powers,et al.  STUDIES OF WORKABILITY OF CONCRETE , 1932 .

[32]  Arthur Newell Talbot,et al.  THE STRENGTH OF CONCRETE - ITS RELATION TO THE CEMENT, AGGREGATES AND WATER , 1923 .

[33]  Sanford E. Thompson,et al.  THE LAWS OF PROPORTIONING CONCRETE , 1907 .

[34]  R W Crum,et al.  DESIGN OF CONCRETE MIXTURES , 2022 .