Technical Committees / Committee C09 / Committee Publications

Journal of ASTM International

• Comparison of Attenuation Coefficients for VVER-440 and VVER-1000 Pressure Vessels
• Comparison of ASTM C311 Strength Activity Index Testing versus Testing Based on Constant Volumetric Proportions
• Application of Frequency Selective Circuits for Crack Detection in Concrete Elements
• Effect of Deflection Increment Size on Apparent Performance of Fiber Reinforced Concrete Beams and Panels
• A Dual Concentric Ring Test for Evaluating Residual Stress Development due to Restrained Volume Change
• Shrinkage Cracking Behavior of Fiber Reinforced Concrete: As Assessed Using the Restrained Ring Test
• Evaluation of the Critical Air-Void System Parameters for Freeze-Thaw Resistant Ternary Concrete Using the Manual Point-Count and the Flatbed Scanner Methods
• Optimization of Production Conditions in Cement Mill to Achieve Optimal Cement Properties at Early Ages
• Comparison of Workability Test Methods for Self-Consolidating Concrete
• Evaluation of Two Automated Methods for Air-Void Analysis of Hardened Concrete
• Assessing Molding Procedure of Compressive Strength Test Specimens for Self-Consolidating Concrete
• Predicting Dynamic Segregation of Self-Consolidating Concrete from the Slump-Flow Test
• Determination of Rheology of Self-Consolidating Concrete Using the 4C-Rheometer and How to Make Use of the Results
• Experimental Study on Freeze-Thaw Damage Mechanism of Lightweight Aggregate Concrete
• Assessment of Air Entrainment in Fresh Cement Paste Using Ultrasonic Nondestructive Testing
• Freeze-Thaw Performance of Concrete: Reconciling Laboratory-Based Specifications with Field Experience
• Effects of Strength, Permeability, and Air Void Parameters on Freezing-Thawing Resistance of Concrete with and Without Air Entrainment
• Using X-Ray Absorption to Assess Moisture Movement in Cement-Based Materials
• Influence of Test Machine Control Method on Flexural Performance of Fiber Reinforced Concrete Beams
• The Practical Application of a Flatbed Scanner for Air-Void Characterization of Hardened Concrete
• Test Methods for Characterizing Air Void Systems in Portland Cement Pervious Concrete
• Changes in Fluid Penetrability and Mechanical Properties of Concrete due to High Temperature Exposure
• Effect of Autoclave Curing on the Compressive Strength and Elastic Modulus of Lightweight Aggregate Concrete
• Mechanical Properties of High Strength Concrete with Field-Demolished Concrete as Aggregates
• Use of Ground Clay Brick as a Pozzolanic Material in Concrete
• The Effect of Radial Crack Locations on Load Resistance in C1550 Panel Tests
• Comments on the Interpretation of Results from the Restrained Ring Test
• Use of the Accelerated Mortar Bar Test to Evaluate the Effectiveness of LiNO₃ Against Alkali-Silica Reaction—Part 1: Pore Solution Chemistry and Influence of Various Parameters
• Use of the Accelerated Mortar Bar Test to Evaluate the Effectiveness of LiNO₃ Against Alkali-Silica Reaction—Part 2: Comparison with Results from the Concrete Prism Test
• Catching the Elusive Water-Cement Ratio Using Petrographic Methods—and Their Evaluation
• Determination of the Water Diffusivity of Concrete Using Drying/Absorption Test Results
• The Use of the Foam Index Test to Predict AEA Dosage in Concrete Containing Fly Ash: Part I—Evaluation of the State of Practice
• The Use of the Foam Index Test to Predict Air-Entraining Admixture Dosage in Concrete Containing Fly Ash: Part II—Development of a Standard Test Method: Apparatus and Procedure
• The Use of the Foam Index Test to Predict Air-Entraining Admixture Dosage in Concrete Containing Fly Ash: Part III—Development of a Standard Test Method: Proportions of Materials
• Effects of Temperature, Chemical, and Mineral Admixtures on the Electrical Conductivity of Concrete
• A Rapid Method for Determination of the Chloride Migration Coefficient in Concrete Using Electrical Field
• Pervious Concrete Mixture Proportions for Improved Freeze-Thaw Durability
• A Novel Approach to Characterize Entrained Air Content in Pervious Concrete
• Proposed Method for Determining the Residual Mortar Content of Recycled Concrete Aggregates
• Design of a New Rheometer for Concrete
• Some Investigations for Establishing Suitability of Watson’s Strength-Porosity Model for Concrete
• Effect of Material Parameters on Color of Cementitious Pastes
• Effectively Estimating In situ Porosity of Pervious Concrete from Cores
• Strength Correlation of High Performance Concrete Using Different Sized Specimens
• A Comparison of Flexural Performance for Third-Point Loaded and Centrally-Loaded Fiber-Reinforced Concrete Beams
• Statistical Distribution of Fiber-Reinforced Concrete Beam Test Data
• Multi-Axial Failure Models for Fiber-Reinforced Composites
• Fundamental Frequency Testing of Segmental Retaining Wall (SRW) Specimens: Test Considerations
• Petrography: Distinguishing Natural Cement from Other Binders in Historical Masonry Construction Using Forensic Microscopy Techniques
• Effect of Entrained Air on Recycled Concrete Prasoperties
• Evaluation of the Chinese Accelerated Test for Alkali-Carbonate Reaction
• Investigation into the Effects of Materials and Mixing Procedures on Air Void Characteristics of Fresh Concrete Using Air Void Analyzer (AVA)
• Passing Ability Tester for Self-Consolidating Concrete
• Effect of Aggregate Particle Size on Determining Alkali-Silica Reactivity by Accelerated Tests
• Practical Means for Determination of the Tensile Behavior of Ultra-High Performance Concrete
• Quantifying the Influence of Specimen Geometry on the Results of the Restrained Ring Test
• Mechanical Properties of ASR-Affected Concrete Containing Fine or Coarse Reactive Aggregates
• Enhancing the Reliability of Evaluating Chloride Ingress in Concrete Using the ASTM C 1202 Rapid Chloride Penetrability Test
• The Effect of Aggregate Gradation on Engineering Properties of High Performance Concrete
• Statistical Significance of the Restrained Slab Test for Quantifying Plastic Cracking in Fiber Reinforced Concrete
• Durability Performance of Bridge Concretes, Part I: High Performance Concrete (HPC)
• Durability Performance of Bridge Concretes, Part II: High-Strength Concrete (HSC)
• Performance of a New Co-Polymer Sulfonate-Based Mid-Range Water-Reducing Admixture
• Effects of Proposed Well-Graded Aggregate Gradations on Frost Durability of Concrete
• Investigation into Flow Property Measurements of Low-Slump Concrete Using Vibrating Slope Apparatus (VSA)
• Effects of Vacuum Processing on Strength and Surface Hardness Properties of Concrete
• Effects of C₃A and Mineral Admixtures on the Sulfate Attack Using ASTM C 1012
• Hydration Behavior of Portland Cements with Different Hemihydrate/Gypsum Ratios in the Presence of Common Chemical Admixtures
• The Role of Friction in Post-Crack Energy Absorption of Fiber Reinforced Concrete in the Round Panel Test
• A New Test Method for Porosity Measurements of Portland Cement Pervious Concrete