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Appendix 6. Leaching testS description



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Appendix 6. Leaching testS description


Test name:

Type of test:



PrEN14405

Percolation test


Column leaching test


EN 1744-3

Aggregate leach test

Batch extraction


PrEN 14429

pH dependence

leaching test

Batch tests at

specified

conditions



NEN 7345

Diffusion Test

Tank leaching

test


NVN 7347

Compacted Granular Leach


Tank leaching

PrEN xxx

Compliance test for monolithic material

Tank leaching

test


EN 12457-3

Compliance test for leaching of granular waste materials



Concise test

Batch test with two L/S values and two controlled pH conditions



EN 12457-4

Compliance test for leaching of granular waste materials



Country/reference

CEN TC292 WG6

CEN TC 154

CEN TC292 WG6

Netherlands

Netherlands

EU CEN TC292

EU CEN TC292

WASCON 1997

EU CEN TC292

Particle size:

<4 mm

< 2mm

< 2 mm

> 40 mm

0 - 20 mm

> 40 mm

< 4 mm (95%)

< 2 mm

< 10 mm (95%)

Leachant:

DMW

DMW with pH control using HNO3 or NaOH(pH3-12)

DMW with pH

control using HNO3

or NaOH (pH 3-12)


DMW initially acidified to pH=4 with NHO3

DMW

DMW

DMW

DMW (2)

and two with pH

control using

HNO3


or NaOH (pH4 –7)

DMW

Amount of solid

0.5-0.7 liter

? g

100 g

> 100 g

> 100 g

> 100 g

100 ± 5 g

100 g

100 ± 5 g

L/S (l/kg) per step

cum.L/S: 0.1, 0.2, 0.5,1,2,5,10

10

10

L/V = 5 l/l

L/V = 5 l/l

L/V = 1.5 l/l

2 in 1st step

8 in 2nd step



10

10

Maximum accumulated

10

10

10

Not applicable

Not applicable

Not applicable

10

10

10

Number of steps


7

1

8

(8 fractions collected)

(8 fractions collected)

(3 fractions collected)

2

4

1

Contact time per step

total: max 3 weeks

24 hours

48 hours

Varies (64 days for all 8 steps)

Varies (64 days for all 8 steps)

Varies (2 h up to 48 h)

6 h for 1st step and 18 h for 2nd step

48 hours

24 hours

For serial batch tests: Renewal of leachant or solid

Not applicable

Not applicable

Not applicable

New leachant

New leachant

New leachant

New leachant

not applicable




Method of agitation:

Not applicable

magnetic stirring

ANC mode : End over end

rotation, 5 - 10 rpm

pH stat mode:

magnetic stirrer



No agitation

No agitation

Mild stirring

End over end or roller-table rotation (10 rpm)

ANC mode : End over end

rotation, 5 - 10 rpm

pH stat mode:

magnetic stirrer



End over end or roller-table rotation (10 rpm)

Filtration/filter size:

0.45 m

0.45 m

0.45 m

0.45 m

0.45 m

0.45 m

0.45 m

0.45 m

0.45 m

Comments:


Pre-equilibration of 48 hrs

No limitation on particle size distribution or on fines

WG document







Some details not yet fixed




WASCON paper

Own pH same as



EN 12457-3



APPENDIX 7. GLOSSARY


Leaching: is the extraction, by a leachant (demineralised water or others) of inorganic and/or organic components of a solid material, into a leachate by one or more physico-chemical transport mechanisms.

Leachant: is the solvent used in a leaching test (demineralised water or others).

Leachate: is the solution (or eluate) obtained after leaching a solid material with a leachant.

L/S: is the abbreviation for liquid (volume) to solid (mass) ratio; L/S is expressed in [l/kg].

Availability test: is a standard test method in which a crushed or finely ground solid sample is immersed in acidified water, with or without agitation; availability tests are intended to simulate “worst-case” conditions.

Available amount: is the quantity of a component which can potentially leach from a crushed or finely ground material as indicated in a standard test using a specified leachant under specified conditions (ie. availability test).

Tank (diffusion) test: is a standard test method in which an intact solid material is immersed in a leachant (usually demineralised water), typically under static conditions (ie. without agitation).

Monolith: is a solid material sample in the form of an intact single specimen to which specified criteria for dimensions and/or physico-mechanical properties apply.

Characterization test: is a standard leaching procedure, or group of related leaching procedures, used to determine the controlling transport mechanisms, the short and long term behaviour and the basic properties of a solid material, subject to specified sequential or periodic leaching.

Compliance test: is a standard leaching method used to determine if a material is either acceptable, or inacceptable, for a given application, by comparing its performance, under specified leaching conditions (usually single extraction, without agitation, under temperature control), against specified criteria for specified components.

Coefficient of diffusion: is a measure of the mobility of a component in a saturated porous material, as a function of total porosity, pore size distribution, tortuosity, concentration gradient, and chemical interactions within the pores.

Oxy-anions: is a synonym for a group of metals which in aeqeous solutions, do not form cationic species, but anionic complexes with oxygen, for example [MoO4]2-. Chromium, molybdenum, vanadium, selenium, and arsenic belong to the group of oxyanions.

Primary application: application of intact concrete or mortar structures (“service life”) under various exposure scenarios (ie. exposure to groundwater, seawater, drinking water, or soil).

Secondary application: crushed concrete debris reused either as recycled aggregates in new concrete structures ("bound") or as ("unbound") aggregates in road constructions, dam fillings etc. (“second life”).

End-of-life application: concrete debris which is not reused but disposed of in a landfill (“end of life”).

Composite (or blended) cements: cements which contains one or more mineral components (ie. blast furnace slag, coal fly ash, limestone, microsilica etc.) besides clinker and set regulator (gypsum, anhydrite).

W/C ratio: describes, as part of the mix design, the ratio between mixing water and cement in concrete or mortar (typically between 0.4 and 0.6 in concrete).

Curing: the treatment of freshly prepared concrete or mortar samples under well defined conditions (time, temperature, humidity etc.) specified in cement or concrete standards.


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