Wood Ash Used as Partly Sand and/or Cement Replacement in Mortar

Wood Ash Used as Partly Sand and/or Cement Replacement in Mortar

Lisbeth M. Ottosen Esben Østergaard Hansen  Pernille E. Jensen  Gunvor M. Kirkelund  Per Golterman 

Department of Civil Engineering, Building 118, Technical University of Denmark, 2800 Kgs. Lyngby, Denmark

Page: 
781-791
|
DOI: 
https://doi.org/10.2495/SDP-V11-N5-781-791
Received: 
N/A
|
Accepted: 
N/A
|
Published: 
30 September 2016
| Citation

OPEN ACCESS

Abstract: 

Wood ash (WA) is the residue generated during incineration of wood and wood products. The WAs in focus of this work are from incineration of virgin wood. Physical and chemical properties of WA vary significantly depending on many factors related to the wood species and the incineration process, and the present work reports a characterization of three different WAs. Properties of mortar samples with the WAs used as partly cement and/or sand replacement are reported. Compressive strength development and porosity are the mortar properties in focus. The overall aim of the work is to evaluate the influence from the differences in ash characteristics to the properties of the mortar samples. The characteristics of the ashes did vary considerably. For example, one ash had very high loss on ignition (LoI) of 14% compared to 3% for the other ashes. Ash solubility in water ranged from 18% to 28%. Two of the ashes were dry and sampled just after the incineration, whereas one ash had a water content of 15%, because the ash was sprayed with water to avoid dust during ash handling at the incineration plant. Regardless of replacing cement or sand with WAs, the compressive strength decreased compared to a reference without ash, however, the decrease was small for two of the ashes. Using the ash with the high LoI resulted in significantly lower compressive strength compared to the other two ashes. The mortar samples with two of the ashes (with low LoI) had qualities, which were very encouraging in order to use WA as partly cement replacement (<10%). At higher percentages the workability was so low that extra water needed to be added and the results depended on the water:cement ratio rather than the ash mass.

Keywords: 

cement replacement, compressive strength, mortar, wood fly ash

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