Determining the air-void distribution in fresh concrete with the Sequential Air Method
暂无分享,去创建一个
M. Tyler Ley | David Welchel | Jacob Peery | Seyedmorteza Khatibmasjedi | Jake LeFlore | M. T. Ley | S. Khatibmasjedi | David Welchel | Jacob Peery | Jake Leflore
[1] Lawrence L. Sutter,et al. The Practical Application of a Flatbed Scanner for Air-Void Characterization of Hardened Concrete , 2009 .
[2] Michel Pigeon,et al. The influence of water-reducers on the production and stability of the air void system in concrete , 1989 .
[3] D D Magura. Air Void Analyzer Evaluation , 1996 .
[4] M. Pigeon,et al. Durability of Concrete in Cold Climates , 1995 .
[5] Paul J. Tikalsky,et al. Hardened Air in Concrete Roadway Pavements in Structure , 2007 .
[6] Paul Klieger,et al. Landmark Series: Further Studies on the Effect of Entrained Air on Strength and Durability of Concrete with Various Sizes of Aggregates , 2003 .
[7] Bernard Erlin,et al. A Closer Look at Entrained Air in Concrete , 2005 .
[8] John Michael Freeman. Stability and Quality of Air Void Systems in Concretes with Superplasticizers , 2012 .
[9] Michel Pigeon,et al. INFLUENCE OF PUMPING ON CHARACTERISTICS OF AIR-VOID SYSTEM OF HIGH-PERFORMANCE CONCRETE , 1995 .
[10] T. Powers,et al. THE AIR REQUIREMENT OF FROST RESISTANT CONCRETE , 1950 .
[11] G. De Schutter,et al. Automated air void analysis of hardened concrete — a Round Robin study , 2006 .
[12] S. Kosmatka,et al. Design and Control of Concrete Mixtures , 2002 .
[13] Ahmad Ardani,et al. Super Air Meter for Assessing Air-Void System of Fresh Concrete , 2015 .
[14] Matthew Tyler Ley,et al. The effects of fly ash on the ability to entrain and stabilize air in concrete , 2007 .
[15] M Tyler Ley,et al. A Test Method to Measure the Freeze Thaw Durability of Fresh Concrete Using Overpressure , 2014 .
[16] Kenneth C. Hover. Analytical Investigation of the Influence of Air Bubble Size on the Determination of the Air Content of Freshly Mixed Concrete , 1988 .
[17] D. Whiting,et al. Control of air content in concrete , 1983 .