Digital Library / Journals / Journal of Cement, Concrete and Aggregates (CCA) / Table of Contents


2001
Volume 23, Issue 1 (June 2001)


THIS ISSUE IS COMPLETE. For citation purposes, the official publication of this journal is the online version.


The Influence of Strain Rate on Performance of Fiber-Reinforced Concrete Loaded in Flexure
Bernard E.
Page Count: 8
Published: 01 June 2001
Abstract
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Paper ID: CCA10520J
DOI: 10.1520/CCA10520J


The Omani Artificial Pozzolans (Sarooj)
Al-Rawas A., Hago A., Al-Lawati D., Al-Battashi A.
Page Count: 8
Published: 01 June 2001
Abstract
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Paper ID: CCA10521J
DOI: 10.1520/CCA10521J


The Influence of Thickness on Performance of Fiber-Reinforced Concrete in a Round Determinate Panel Test
Bernard E., Pircher M.
Page Count: 7
Published: 01 June 2001
Abstract
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Paper ID: CCA10522J
DOI: 10.1520/CCA10522J


Testing Abrasion Resistance of High-Strength Concrete
Sonebi M., Khayat K.
Page Count: 10
Published: 01 June 2001
Abstract
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Paper ID: CCA10523J
DOI: 10.1520/CCA10523J


Cementitious Composites Containing Recycled Tire Rubber: An Overview of Engineering Properties and Potential Applications
Nehdi M., Khan A.
Page Count: 8
Published: 01 June 2001
Abstract
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Paper ID: CCA10519J
DOI: 10.1520/CCA10519J


Effect of Controlled Environmental Conditions on Durability Index Parameters of Portland Cement Concretes
Griesel E., Alexander M.
Page Count: 6
Published: 01 June 2001
Abstract
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Paper ID: CCA10524J
DOI: 10.1520/CCA10524J


User and Producer Perspectives on ASTM C 1157
Tennis P., Melander J.
Page Count: 7
Published: 01 June 2001
Abstract
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Paper ID: CCA10525J
DOI: 10.1520/CCA10525J


Direct Spectrophotometric Determination of Aluminum Oxide in Portland Cement and Cement Clinker
Idriss K., Hashem E., Abdel-Aziz M., Ahmed H.
Page Count: 9
Published: 01 June 2001
Abstract
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Paper ID: CCA10526J
DOI: 10.1520/CCA10526J


A Simplified Shear Test for the Adhesion of FRP Composites to Concrete
Larralde J., Elpert M., Weckermann D.
Page Count: 5
Published: 01 June 2001
Abstract
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Paper ID: CCA10527J
DOI: 10.1520/CCA10527J