glass pozzolan

The end result is that between ten to thirty percent of the cement mix can be replaced by glass pozzolan powder. author = "Christiansen, {Mary U.} / Christiansen, Mary U.; Dymond, Benjamin Z. T1 - Effect of composition on performance of ground glass pozzolan.

keywords = "Beams, Composition, Compressive strength, Cubes, Flexural capacity, Ground glass, Mortars, Pozzolan, Reinforced concrete".

Dive into the research topics of 'Effect of composition on performance of ground glass pozzolan'.

If required results obtained from another standard are not reported in the same system of units as used by this standard, it is permitted to convert those results using the conversion factors found in the SI Quick Reference Guide.2. Amanda Kaminsky.

The flexural capacity of conventional reinforced concrete beams was measured with 0, 10, 20, and 30% soda-lime glass replacement.

Eighteen different waste glass streams from across the United States were analyzed for composition and ground to a consistent size distribution.

C109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in.

The beams with 30% replacement had similar flexural capacity compared to the control mixture.

2. 1.2 Three categories of ground glass are included in this specification as ground glass pozzolans--container glass, plate glass, and E-glass.

Few mixtures containing glass surpassed the control mixture (0% glass) compressive strength, and most mixtures containing 20% glass reached higher compressive strengths than those with 30%.

Primary factors affecting the performance of ground glass used as a pozzolan in portland cement concrete include chemical composition, particle size distribution, and replacement level.

1.3 Units--The values stated in either SI units or inch-pound units are to be regarded separately as standard.

Eighteen different waste glass streams from across the United States were analyzed for composition and ground to a consistent size distribution. @article{a2a20b85173e4e17be0c1f40b51eb3d7. 1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
This specification applies to ground glass from sources that consist of container glass, plate glass, or E-glass. Eighteen different waste glass streams from across the United States were analyzed for composition and ground to a consistent size distribution.

Combining values from the two systems may result in nonconformance with the standard.

AB - Primary factors affecting the performance of ground glass used as a pozzolan in portland cement concrete include chemical composition, particle size distribution, and replacement level. The flexural capacity of conventional reinforced concrete beams was measured with 0, 10, 20, and 30% soda-lime glass replacement.

Experimental techniques 2.2.1.

Technical Contact: The beams with 30% replacement had similar flexural capacity compared to the control mixture. The flexural capacity of conventional reinforced concrete beams was measured with 0, 10, 20, and 30% soda-lime glass replacement.

abstract = "Primary factors affecting the performance of ground glass used as a pozzolan in portland cement concrete include chemical composition, particle size distribution, and replacement level.

1.1 This specification covers ground glass pozzolans for use in concrete where pozzolanic action is desired, where other properties normally attributed to ground glass pozzolans may be desired, or where both objectives are to be achieved. This specification applies to ground glass from sources that consist of container glass, plate glass, or E-glass. Products and Services / Standards & Publications / Standards Products, Active Standard ASTM C1866 / C1866M | Developed by Subcommittee: C09.24, Permissions to reprint documents can be acquired throughCopyright Clearance Center  
The beams with 30% replacement had similar flexural capacity compared to the control mixture.". 1.1 This specification covers ground-glass pozzolans for use in concrete where pozzolanic action is desired.

Substituting glass powder for fly ash reduces the CO2 emissions associated with cement production. 1.1 This specification covers ground-glass pozzolans for use in concrete where pozzolanic action is desired.



The propensity for alkali-silica reaction (reaction with glass) is decreased, or even virtually eliminated Typically pozzolans are used as cement replacements rather than cement additions .

The beams with 30% replacement had similar flexural capacity compared to the control mixture.


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