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The effect of the pre-wetting of expanded clay aggregate on the freeze-thaw resistance of the expanded clay aggregate concrete

Open Access
|Jun 2021

Figures & Tables

Figure 1

Lightweight aggregates differing in their diameter (from left to right: 8–16 mm, 4–8 mm, 2–4 mm) (Rashad, 2018).
Lightweight aggregates differing in their diameter (from left to right: 8–16 mm, 4–8 mm, 2–4 mm) (Rashad, 2018).

Figure 2

Automatic freezing chamber.
Automatic freezing chamber.

Figure 3

Specimen placed in compression testing machine.
Specimen placed in compression testing machine.

Figure 4

Mean differences between masses of specimens.
Mean differences between masses of specimens.

Figure 5

Compressive strength values (individual results and mean values).
Compressive strength values (individual results and mean values).

Figure 6

Compressive strength values (mean values).
Compressive strength values (mean values).

Figure 7

Relative mass losses.
Relative mass losses.

Figure 8

Relative strength decreases.
Relative strength decreases.

Figure 9

Strength of expanded clay aggregate concrete for reference specimens depending on water–cement ratio.
Strength of expanded clay aggregate concrete for reference specimens depending on water–cement ratio.

Concrete mix designs_

IAIIAIBIIB
Water added to mix [kg/m3]151110178178
Water contained in expanded clay aggregate [kg/m3]27682768
Total water [kg/m3]178178205246
Actual w/c [-]0.520.520.600.72
Expanded clay aggregate 4–8 [kg/m3]301342301342
Other ingredientsacc. to tab. 1

Compressive strength values_

Compressive strength for individual series [MPa]
0IAIIAIBIIB
Reference specimensSpecimen no.122.219.221.814.413.8
221.119.722.014.914.7
322.418.622.714.714.0
420.919.922.714.215.1
521.419.622.815.313.8
623.519.422.013.312.9
Mean21.919.422.314.514.0
Std Dev1.000.460.440.680.78
Specimens after freeze-thaw cyclingSpecimen no.120.919.122.412.911.1
220.017.322.712.912.4
322.219.123.111.811.1
423.618.219.811.110.0
522.419.617.812.712.4
622.120.219.614.013.8
Mean21.918.920.912.611.8
Std Dev1.251.022.151.001.34

Initial concrete mix design_

MaterialQuantity
Portland cement 42.5R344 kg/m3
Water178 kg/m3
Sand 0–2 mm821 kg/m3
Aggregate 2–8 mm (river pebble)342 kg/m3
Expanded clay aggregate 4–8 mm274 kg/m3
Fly ash48 kg/m3 (13.9% cement mass)
Superplasticizer FM 6max. 7.91 kg/m3 (max 2.3% cement mass)
W/C0.52

Masses of specimens_

Masses for particular series [g]

0IAIIAIBIIB

Before f/t cyclesAfter f/t cyclesBefore f/t cyclesAfter f/t cyclesBefore f/t cyclesAfter f/t cyclesBefore f/t cyclesAfter f/t cyclesBefore f/t cyclesAfter f/t cycles
Specimen no.15622.05616.65411.65405.45746.25731.85574.05554.45611.85596.0
25665.05660.05366.05358.65807.55797.65548.25531.05621.05448.0
35688.85686.85409.65399.25804.25784.85620.25602.05715.85495.1
45673.65662.85340.45332.65620.05606.05532.25514.25633.05501.4
55709.25707.25420.45415.95508.25498.85634.65617.05673.05505.8
65733.65726.65389.45383.85667.45657.65591.45575.05848.15499.0
Mean 5682.05676.75389.65382.65692.35679.45583.45565.65683.85507.6
Std Dev 38.539.031.031.6117.0115.240.040.089.348.2
Decrease 5.4 7.0 12.8 17.8 176.2

Relative mass losses ΔmF and strength decrements ΔfF_

0IAIIAIBIIB
ΔmF [%]0.090.130.220.323.08
ΔfF [%]0.332.506.4113.3015.83

Aggregate moisture content check results_

Series0IAIIAIBIIB
Nominal moisture content [%]010251025
Actual moisture content [%]0.311.124.28.924.7
DOI: https://doi.org/10.2478/sgem-2020-0011 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 65 - 73
Submitted on: Oct 21, 2020
Accepted on: Nov 19, 2020
Published on: Jun 30, 2021
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2021 Michał Piotr Musiał, Filip Grzymski, Tomasz Trapko, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.