Predicting the beech wood decay and strength loss in-ground

In the context of reduction of CO2 emissions and costs in the construction industry, substitution of concrete by wood for foundation piles seems to be a promising alternative. To promote the use of local wood in pile foundation, diagnostic and prediction methodology of wood decay in soil need to be...

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Veröffentlicht in:International biodeterioration & biodegradation 2017-09, Vol.123, p.96-105
Hauptverfasser: Kleindienst, Quentin, Besserer, Arnaud, Antoine, Marie-Laure, Perrin, Christelle, Bocquet, Jean-François, Bléron, Laurent
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container_start_page 96
container_title International biodeterioration & biodegradation
container_volume 123
creator Kleindienst, Quentin
Besserer, Arnaud
Antoine, Marie-Laure
Perrin, Christelle
Bocquet, Jean-François
Bléron, Laurent
description In the context of reduction of CO2 emissions and costs in the construction industry, substitution of concrete by wood for foundation piles seems to be a promising alternative. To promote the use of local wood in pile foundation, diagnostic and prediction methodology of wood decay in soil need to be improved. Outdoor mesocosm decay experiments were performed to evaluate the potential use of beech wood as foundation piles. The stochastic occurrence of soil fungal inoculum in contact with mini-stakes and water gradient in wood explained the observed patchy wood decay pattern. Various patterns of wood rotting fungi were identified. The correlation between measured strength loss and mass loss was weak. Multivariate analyses using biochemical and physico-chemical data as inputs allowed section categorizations and prediction of wood strength. Accuracy of the prediction was validated by experimental measurement of the compression parallel to the grain (fc,o). The categorization of unknown sections was computed by PLS-DA and provided clues inferring their service life. The described procedure has the potential to be transferred to on-site measurements to predict the fc,o of wood foundation pile or any potentially damaged timber structure. •A detailed analysis of beech wood decay in ground was performed.•Stochastic occurrence of fungi explained patchy wood degradation.•Wood strength was accurately predicted from NIR spectra performed on timber samples.•A multivariate model to predict wood strength and infer its service life is proposed.•The procedure is easily transposable to on-site measurements.
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subjects Beech
Beech wood in-ground
Carbon dioxide
Carbon dioxide emissions
Compression
Concrete
Concrete construction
Construction costs
Construction industry
Correlation analysis
Decay
Decay fungi
Diagnostic systems
Emissions
Engineering Sciences
Enzymatic activities
Fungal degradation
Grain
Inoculum
Materials
Mechanical properties
NIRS
Piles
Predictions
Predictive model
Service life
Soil improvement
Stochastic models
Stochasticity
Structural damage
Studies
Supports
Wood
title Predicting the beech wood decay and strength loss in-ground
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