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DTU Sustain
17 August 2022 Short term chloride binding and biofouling
Short-term chloride binding and
biofouling in calcined clay –
limestone binders exposed to
Øresund strait environment
Philip Haargaard Gyldenkærne, Wolfgang Kunther
1
DTU Sustain
17 August 2022 Short term chloride binding and biofouling
Background
2
(c) J.C. Svendsen
DTU Sustain
17 August 2022 Short term chloride binding and biofouling
Background
• Globally, artificial reefs are created specifically to improve local and regional fisheries
• Installing marine reefs requires engineering solutions that are socially, biologically and
technically meaningful.
3
DTU Sustain
17 August 2022 Short term chloride binding and biofouling
What happens with:
if we add a layer of biology
to the ”usual processes”?
Research question:
4
• Durabillity
• Service life & economy
• Carbon footprint
C-S-H
Ca(OH)2
Afm
Aft
OH-
OH-
OH-
OH-
OH-
pH=12-13 pH=8
DTU Sustain
17 August 2022 Short term chloride binding and biofouling
Test Set-up
• 3 different cementitious binders + granite reference
– PC
– Calcined clay and CaCO3 similar to EN 197-1 CEM II/B
– Calcined clay and CaCO3 similar to outside of EN 197-1 CEM II/B (44 % replacement)
• Strength measurements
• Surface characterization
• Assessment of succession (qualitative)
• Chloride profiles & apparent “diffusion” rates
• Microstructural changes
5
DTU Sustain
17 August 2022 Short term chloride binding and biofouling
Concrete properties
6
Ca(OH)2 %
of mass
CaCO3 %
of mass
11.8 4.7
4.1 8.2
1.3 15.3
• “CEM II/B” – 56: Binder = 56% OPC, 26 % calcined clay, 17 % grey microfiller
• CEM II/B – 65: Binder = 65% OPC, 26 % calcined clay, 9 % grey microfiller
• CEM I – 100: Binder = 100 % OPC
Concrete mix
Open
porosity
Compressive
strength MPa ±
SD
Surface
roughness
% ± SD Ra (mm)
CEM I-100 15.3 ± 0.3 36.3 ± 4.6 2,6
CEM II/B-65 15.9 ± 0.2 40.2 ± 3.7 1,1
“CEM II/C”-56 15.9 ± 0.2 37.5 ± 1.9 1,3
Granite - - 7,6
DTU Sustain
17 August 2022 Short term chloride binding and biofouling
Exposure site and treatment
• Exposure site
• Exposure rig
• Sample geometry
7
Water analysis?
DTU Sustain
17 August 2022 Short term chloride binding and biofouling
Chloride profiles
& apparent “diffusion” rate
8
𝐶 𝑥, 𝑡 = 𝐶𝑠 − 𝐶𝑠 − 𝐶𝑖 ∗ erf(
𝑥
4∗𝐷𝑎∗𝑡
)
Da = apparent diffusion rate
CS = initital chloride content
Ci: background chloride content
x= depth
65
56
100
DTU Sustain
17 August 2022 Short term chloride binding and biofouling
Some microstructural features after
28 days of exposure:
9
500 mm 500 mm 500 mm
CEM I-100
CEM II/C-56 (WT)
NT WT
DTU Sustain
17 August 2022 Short term chloride binding and biofouling
Qualitative succession assessment
• Manual mechanical treatment to stress the biological development on surfaces
10
CEM I-100 CEM II/B-56
CEM II/B-65
granite
DTU Sustain
17 August 2022 Short term chloride binding and biofouling
Other works: Influence of surface texture
11
The Ecological Value of Concrete in the Marine Environment - The influence of surface
topography on colonisation of marine biota in littoral zones, MSc thesis DTU, J.W. Parkinson
DTU Sustain
17 August 2022 Short term chloride binding and biofouling
Summary
• No clear trends for promotion or regulation of the early biofilm were identified.
• Large abundance of diatoms on CEM I and granite compared to CEM II/B/C
type binders, grazing of gastropods (snails) was difficult to account for.
• Lower carbon emission (CEM II/B/C type concretes) are interesting in terms
of reduced chloride ingress/binding.
• Mineralogical changes after short exposure times.
12
DTU Sustain
17 August 2022 Short term chloride binding and biofouling
Acknowledgements:
• MSc thesis:
– P.H. Gyldenkærne: Influence of mineralogical composition on the colonization of
concrete structures in the marine environment
• Exposure during autumn / winter 2018
– J.W. Parkinson: The ecological value of concrete in the marine environment - The
influence of surface topography on colonisation of marine biota in littoral zones
• Exposure during autumn / winter 2019
– M.N. Fugl: Nature inclusive concrete designs for surface texturing and its effect on
mineralogical changes and biological growth in maritime environments
• Exposure since spring 2021
13

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D2 (B4) Wolfgang Kunther - Short term chloride binding and biofouling.pdf

  • 1. DTU Sustain 17 August 2022 Short term chloride binding and biofouling Short-term chloride binding and biofouling in calcined clay – limestone binders exposed to Øresund strait environment Philip Haargaard Gyldenkærne, Wolfgang Kunther 1
  • 2. DTU Sustain 17 August 2022 Short term chloride binding and biofouling Background 2 (c) J.C. Svendsen
  • 3. DTU Sustain 17 August 2022 Short term chloride binding and biofouling Background • Globally, artificial reefs are created specifically to improve local and regional fisheries • Installing marine reefs requires engineering solutions that are socially, biologically and technically meaningful. 3
  • 4. DTU Sustain 17 August 2022 Short term chloride binding and biofouling What happens with: if we add a layer of biology to the ”usual processes”? Research question: 4 • Durabillity • Service life & economy • Carbon footprint C-S-H Ca(OH)2 Afm Aft OH- OH- OH- OH- OH- pH=12-13 pH=8
  • 5. DTU Sustain 17 August 2022 Short term chloride binding and biofouling Test Set-up • 3 different cementitious binders + granite reference – PC – Calcined clay and CaCO3 similar to EN 197-1 CEM II/B – Calcined clay and CaCO3 similar to outside of EN 197-1 CEM II/B (44 % replacement) • Strength measurements • Surface characterization • Assessment of succession (qualitative) • Chloride profiles & apparent “diffusion” rates • Microstructural changes 5
  • 6. DTU Sustain 17 August 2022 Short term chloride binding and biofouling Concrete properties 6 Ca(OH)2 % of mass CaCO3 % of mass 11.8 4.7 4.1 8.2 1.3 15.3 • “CEM II/B” – 56: Binder = 56% OPC, 26 % calcined clay, 17 % grey microfiller • CEM II/B – 65: Binder = 65% OPC, 26 % calcined clay, 9 % grey microfiller • CEM I – 100: Binder = 100 % OPC Concrete mix Open porosity Compressive strength MPa ± SD Surface roughness % ± SD Ra (mm) CEM I-100 15.3 ± 0.3 36.3 ± 4.6 2,6 CEM II/B-65 15.9 ± 0.2 40.2 ± 3.7 1,1 “CEM II/C”-56 15.9 ± 0.2 37.5 ± 1.9 1,3 Granite - - 7,6
  • 7. DTU Sustain 17 August 2022 Short term chloride binding and biofouling Exposure site and treatment • Exposure site • Exposure rig • Sample geometry 7 Water analysis?
  • 8. DTU Sustain 17 August 2022 Short term chloride binding and biofouling Chloride profiles & apparent “diffusion” rate 8 𝐶 𝑥, 𝑡 = 𝐶𝑠 − 𝐶𝑠 − 𝐶𝑖 ∗ erf( 𝑥 4∗𝐷𝑎∗𝑡 ) Da = apparent diffusion rate CS = initital chloride content Ci: background chloride content x= depth 65 56 100
  • 9. DTU Sustain 17 August 2022 Short term chloride binding and biofouling Some microstructural features after 28 days of exposure: 9 500 mm 500 mm 500 mm CEM I-100 CEM II/C-56 (WT) NT WT
  • 10. DTU Sustain 17 August 2022 Short term chloride binding and biofouling Qualitative succession assessment • Manual mechanical treatment to stress the biological development on surfaces 10 CEM I-100 CEM II/B-56 CEM II/B-65 granite
  • 11. DTU Sustain 17 August 2022 Short term chloride binding and biofouling Other works: Influence of surface texture 11 The Ecological Value of Concrete in the Marine Environment - The influence of surface topography on colonisation of marine biota in littoral zones, MSc thesis DTU, J.W. Parkinson
  • 12. DTU Sustain 17 August 2022 Short term chloride binding and biofouling Summary • No clear trends for promotion or regulation of the early biofilm were identified. • Large abundance of diatoms on CEM I and granite compared to CEM II/B/C type binders, grazing of gastropods (snails) was difficult to account for. • Lower carbon emission (CEM II/B/C type concretes) are interesting in terms of reduced chloride ingress/binding. • Mineralogical changes after short exposure times. 12
  • 13. DTU Sustain 17 August 2022 Short term chloride binding and biofouling Acknowledgements: • MSc thesis: – P.H. Gyldenkærne: Influence of mineralogical composition on the colonization of concrete structures in the marine environment • Exposure during autumn / winter 2018 – J.W. Parkinson: The ecological value of concrete in the marine environment - The influence of surface topography on colonisation of marine biota in littoral zones • Exposure during autumn / winter 2019 – M.N. Fugl: Nature inclusive concrete designs for surface texturing and its effect on mineralogical changes and biological growth in maritime environments • Exposure since spring 2021 13