Characterization of sewage sludge ash and its effect on moisture physics of mortar

Barbora Krejcirikova, Lisbeth M. Ottosen, Gunvor M. Kirkelund, Carsten Rode, Ruut Peuhkuri*

*Corresponding author

Research output: Contribution to journalJournal articleResearchpeer-review

2 Citations (Scopus)
Original languageEnglish
JournalJournal of Building Engineering
Volume21
Issue numberJanuary
Pages (from-to)396-403
Number of pages8
ISSN2352-7102
DOIs
Publication statusPublished - 1 Jan 2019

Fingerprint

mortar
ash
physics
moisture
cement
sorption
compressive strength
isotherm
porosity
sewage sludge
effect
granulometry
grinding
water
mechanical property
water vapor
substitution
physical property

Keywords

  • Compressive strength
  • Grain size distribution
  • Sewage sludge ash
  • Sorptivity
  • Supplementary cementitious material (SCM)

Cite this

Krejcirikova, Barbora ; Ottosen, Lisbeth M. ; Kirkelund, Gunvor M. ; Rode, Carsten ; Peuhkuri, Ruut. / Characterization of sewage sludge ash and its effect on moisture physics of mortar. In: Journal of Building Engineering . 2019 ; Vol. 21, No. January. pp. 396-403.
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Characterization of sewage sludge ash and its effect on moisture physics of mortar. / Krejcirikova, Barbora; Ottosen, Lisbeth M.; Kirkelund, Gunvor M.; Rode, Carsten; Peuhkuri, Ruut.

In: Journal of Building Engineering , Vol. 21, No. January, 01.01.2019, p. 396-403.

Research output: Contribution to journalJournal articleResearchpeer-review

TY - JOUR

T1 - Characterization of sewage sludge ash and its effect on moisture physics of mortar

AU - Krejcirikova, Barbora

AU - Ottosen, Lisbeth M.

AU - Kirkelund, Gunvor M.

AU - Rode, Carsten

AU - Peuhkuri, Ruut

PY - 2019/1/1

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KW - Compressive strength

KW - Grain size distribution

KW - Sewage sludge ash

KW - Sorptivity

KW - Supplementary cementitious material (SCM)

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U2 - 10.1016/j.jobe.2018.10.021

DO - 10.1016/j.jobe.2018.10.021

M3 - Journal article

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SP - 396

EP - 403

JO - Journal of Building Engineering

JF - Journal of Building Engineering

SN - 2352-7102

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