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ASTM C311/C311M-22

Заменен
Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete — 11 стр.
Значение и использование

4.1 These test methods are used to develop data for comparison with the requirements of Specification C618 or Specification C1697. These test methods are based on standardized testing in the laboratory and are not intended to simulate job conditions.

4.1.1 Strength Activity Index—The test for strength activity index is used to determine whether fly ash or natural pozzolan results in an acceptable level of strength development when used with hydraulic cement in concrete. Since the test is performed with mortar, the results may not provide a direct correlation of how the fly ash or natural pozzolan will contribute to strength in concrete.

4.1.2 Chemical Tests—The chemical component determinations and the limits placed on each do not predict the performance of a fly ash or natural pozzolan with hydraulic cement in concrete, but collectively help describe composition and uniformity of the material.

Область применения

1.1 These test methods cover procedures for sampling and testing fly ash and raw or calcined pozzolans for use in portland-cement concrete.

1.2 The procedures appear in the following order:

 

Sections

 

 

Sampling

7

 

 

CHEMICAL ANALYSIS

 

 

Reagents and apparatus

10

 

 

Moisture content

11 and 12

 

 

Loss on ignition

13 and 14

 

 

Silicon dioxide, aluminum oxide, iron oxide,
calcium oxide, magnesium oxide, sulfur
trioxide, sodium oxide and potassium
oxide

15

 

 

Available alkali

16 and 17

 

 

Ammonia

18

 

 

PHYSICAL TESTS

 

 

Density

19

 

 

Fineness

20

 

 

Increase of drying shrinkage of mortar bars

21 – 23

 

 

Soundness

24

 

 

Air-entrainment of mortar

25 and 26

 

 

Strength activity index with portland cement

27 – 30

 

 

Water requirement

31

 

 

Effectiveness of Fly Ash or Natural Pozzolan in
Controlling Alkali-Silica Reactions

32

 

 

Effectiveness of Fly Ash or Natural Pozzolan in
Contributing to Sulfate Resistance

34

1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined.

Note 1: Sieve size is identified by its standard designation in Specification E11. The alternative designation given in parentheses is for information only and does not represent a different standard sieve size.

1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.

1.5 The text of this standard references notes and footnotes that provide explanatory information. These notes and footnotes (excluding those in tables) shall not be considered as requirements of this standard.

1.6 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.

ICS
91.100.30 Concrete. Including admixtures / Бетон и изделия из бетона
Сборник ASTM
04.02 Concrete and Aggregates / Бетон и заполнители для бетона