Next Article in Journal
Finite Element Method Simulations and Experiments of Detachments of Lycium barbarum L.
Next Article in Special Issue
A Comprehensive Evaluation Model for Wood Companies Websites Based on the AHP/R-TOPSIS Method
Previous Article in Journal
Spatial Optimization and Tradeoffs of Alternative Forest Management Scenarios in Macedonia, Greece
Previous Article in Special Issue
Modelling the Material Resistance of Wood—Part 3: Relative Resistance in above- and in-Ground Situations—Results of a Global Survey
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Studies into Fungal Decay of Wood in Ground Contact—Part 2: Development of a Dose–Response Model to Predict Decay Rate

by
Brendan Nicholas Marais
*,
Philip Bester van Niekerk
and
Christian Brischke
Department of Wood Biology and Wood Products, Faculty of Forest Sciences and Forest Ecology, University of Goettingen, 37077 Goettingen, Germany
*
Author to whom correspondence should be addressed.
Forests 2021, 12(6), 698; https://doi.org/10.3390/f12060698
Submission received: 22 April 2021 / Revised: 16 May 2021 / Accepted: 25 May 2021 / Published: 28 May 2021
(This article belongs to the Special Issue Modeling the Performance of Wood and Wood Products)

Abstract

:
In this article a dose–response model was developed to describe the effect of soil temperature, soil moisture content, and soil water-holding capacity, on the decay of European beech (Fagus sylvatica) wood specimens exposed to soil contact. The developed dose–response model represents a step forward in incorporating soil-level variables into the prediction of wood decay over time. This builds upon prior models such as those developed within the TimberLife software package, but also aligns with similar modeling methodology employed for wood exposed above ground. The model was developed from laboratory data generated from terrestrial microcosm trials which used test specimens of standard dimension, incubated in a range of soil conditions and temperatures, for a maximum period of 16 weeks. Wood mass loss was used as a metric for wood decay. The dose aspect of the developed function modelled wood mass loss in two facets; soil temperature against wood mass loss, and soil water-holding capacity and soil moisture content against wood mass loss. In combination, the two functions describe the wood mass loss as a function of a total daily exposure dose, accumulated over the exposure period. The model was deemed conservative, delivering an overprediction of wood decay, or underprediction of wood service-life, when validated on a similar, but independent dataset (R2 = 0.65). Future works will develop similar models for outdoor, field-trial datasets as a basis for service-life prediction of wooden elements used in soil contact.

1. Introduction

When timber is used as the primary structure in a building, it is required to have a service-life as long as the building itself and to withstand the environmental conditions and catastrophes to which it may be exposed. The potential lifespan of a wooden product is described by its durability, and its natural durability may be enhanced by a number of treatments, such as modification, preservation, and coatings. Exposure to moisture in combination with favourable temperature and oxygen supply can leave wood vulnerable to attack by various biotic agents such as fungi, bacteria, and insects [1,2]. Over time, such an attack leads to a loss in functional performance (serviceability) or structural resistance [3,4].
Moisture saturated conditions are particularly prevalent when wood is used in soil contact, leading to a drastically reduced service-life when compared to use in dry, indoor environments [5]. The service-life of a product or component incorporates the concept of durability, but with additional information relating to its usable lifespan. Therefore, quantifying the wood decay process (and therefore durability) is a complex task because of its dependence on, amongst others: wood species; lignin content; element dimension, shape, and configuration of placement; wood treatments and wood-consuming organisms at work; and the antecedent (preceding) conditions [6,7,8,9].
To this end, a wood material’s durability class and degradation agents associated with a use class are combined to assess the suitability of that wood material (with or without treatment) for the application in mind, with emphasis on maximizing service-life. For example, the European pre-standard, prEN 460:2018 [10], presents such information. Hence, durability and service-life also show a clear link through the overlapping of data requirements used in these study fields [3].
Several researchers have studied and mathematically modelled the service-life of wooden components in the built environment (i.e., aboveground) [4,11,12,13,14,15,16]. However, research works pertaining to wood degradation in soil contact, ultimately with service-life prediction in mind, are limited by comparison. Notably, the TimberLife software package includes a model for wood used in soil contact [17,18]. The model is extensive, incorporating roughly 80 different wood species, varying intensities of copper- and creosote-based preservative-treated wood, and a variety of maintenance procedures. Climatic data consisting of mean annual precipitation, mean monthly temperature, and the number of dry months in one calendar year, were plotted against the observed depth of decay rates (mm/year) of wooden stakes exposed to soil contact. Equation (1) below shows the modelling principle for untreated wooden stakes exposed to soil contact. The parameter for wood ( k w o o d ) is based on the natural durability rating of the wood species, with further delineation possible for heartwood, sapwood, and juvenile wood (not shown). The climate parameter ( k c l i m a t e ) is based on an in-ground decay hazard map that delineates the continent of Australia according to the relative vulnerability of locations to fungal decay due to climatic variation (Figure 1). Numerous researchers have since adapted and calibrated the model to fit particular case studies [19,20,21].
r u n , s t a k e = k w o o d k c l i m a t e
where:
  • r u n , s t a k e is the depth of decay rate for untreated wooden stakes in soil contact [mm/year];
  • k w o o d is the wood parameter based on natural durability rating [scale 1 to 4];
  • k c l i m a t e is the climate parameter [scale 0.5 to 3.0, based on scale A to D].
Studying dose–response relationships, or creating dose-response curves is important in defining allowable exposure levels to particular stimuli. The concept has been applied to wood decay and can be defined as a wooden element’s magnitude of response (decay), expressed as a function of a certain exposure time (and intensity) to various decay influencing factors such as temperature and moisture, which provide the means for fungal decay [2].
Over numerous articles, a factorization approach to modelling wood service-life using the dose–response concept was suggested [23,24,25,26]. A logistic dose–response model presented in Brischke and Rapp [24], was used to describe the relationship between wood moisture content (MCwood), wood temperature, and the resultant wood decay. The model was first developed to describe the development of fungal decay and the corresponding aboveground exposure conditions and follows the physiological requirements (temperature and moisture) of wood-decaying fungi. The total daily dose was assumed to be a function of the moisture- and temperature-induced components (Figure 2). The cumulative total daily dose was calculated as the sum of total daily doses for a certain exposure period ( n days), shown by Equation (2).
D ( n ) = 1 n D i = 1 n ( f ( D T ( T i ) ,   D M C ( M C i ) ) )
where:
  • D ( n ) is the cumulative total daily dose for a certain exposure period ( n days);
  • D i is the total daily dose;
  • D T is the temperature-induced dose component;
  • T i is the average wood temperature for the considered day [°C];
  • D M C is the moisture-induced dose component;
  • M C i is the wood moisture content for the considered day [%].
Figure 3 below shows a logistic dose–response model describing wood decay with increments of its sigmoidal-shaped curve aligned to limit states describing the decay progression of a wooden element. As total daily dose days accumulate, so does the depth of decay. Limit state ratings range from 0 to 4, according to the “pick-test” (i.e., decay depth) in the standard EN 252:2015 [27]. The limit state 0 refers to “sound wood,” 1 refers to the onset of rot/decay or “slight attack,” 2 refers to “moderate attack,” 3 refers to “severe attack,” and 4 refers to “failure” of the wooden specimen. The blue and green curves in Figure 3 show the relative differences in decay rate between aboveground and in-ground exposure of a wooden element. After installation, wooden elements exposed to soil contact accumulate days of suitable decay conditions (i.e., dose days) far sooner than those exposed aboveground. This means the lag period before the onset of decay is comparably shorter, ultimately resulting in earlier failure of the wooden element. While the green curve is rather a theoretical result, it intends to illustrate this earlier failure that can be expected from a wooden element exposed to soil contact.
Although the in-ground and aboveground wood decay modelling approaches presented here are different, similarities between them exist nonetheless. These include the use of climate data in temperature and rainfall and its connection to the physiological requirements of wood-decaying fungi at work. While information regarding the position of decay on the wooden specimen is not always known, there is at least some aspect of spatial decay distribution included in both (i.e., decay depth and rate, and pattern). This is described in part by the respective decay evaluation methods of AWPC:2015 [29] and EN 252:2015 [27]. There is also the possibility to present a decay hazard zone delivering an estimate of service-life, and the natural durability of the wood material (species) is taken into consideration. However, the dose–response approach has not yet been applied to wood exposed to soil contact. The dose–response models developed to date cannot simply be applied to wood decay observed in soil contact. This is due to the differences in measured environmental conditions (i.e., soil remains wetter than air, therefore, in-ground wood remains wetter than aboveground wood), and the differences in wood decay rate since in-ground exposure tends to cause failure far earlier than aboveground exposure situations. Dose curves describing readily measurable variables related to fungal groups tending to be more prevalent in soil contact than aboveground exposure situations (i.e., soil-inhabiting soft-rot fungi) are required to develop dose–response models specific to in-ground exposure (e.g., soil moisture instead of relative humidity). However, any combination of brown-, white-, and/or soft-rot decay would be possible in either exposure situation [30,31,32], and is, therefore, difficult to predict nonetheless. Brischke and Meyer-Veltrup [33] were indeed able to discern differently sloped logistic curves (such as those in Figure 3) for different predominant decay types observed, namely; brown-rot, and combinations of white- and soft-rot. However, the specimens were still exposed aboveground, meaning the models could not be used to describe in-ground conditions and subsequent wood decay directly. Aboveground exposure means that the moisture-induced component would likely play a lesser role in wood decay when compared to in-ground exposure.
This article deals with the development of a dose–response model based on a subset of data taken from Marais et al. [34] (i.e., Part 1), to describe wood decay of European beech (Fagus sylvatica) in soil contact in the form of wood mass loss (MLwood) measured against exposure to temperature and moisture stemming from a range of soil conditions. Recently, Brischke et al. [35] presented a supplementary dataset on the material resistance of wood against biotic agents, based on the relative decay rate prediction method of Meyer-Veltrup et al. [36]. The dataset presents additional wood species with preservative and modification treatments, and their respective water uptake properties, used to predict relative decay rates for both in-ground and aboveground exposure. The factorization-based approach allows for the modification of the material resistance dose relative to an untreated reference. European beech is a common hardwood reference species in many European-based wood durability standards and is more susceptible to soft-rot decay than other softwood reference species such as Scots pine sapwood (Pinus sylvestris) [37]. Therefore, it represents a worst-case scenario in the conservativeness of wood decay and subsequent service-life estimates.
The dose–response model was developed from laboratory-based MLwood data in constant temperature conditions, and validated on MLwood data in alternating temperature conditions. Although laboratory-derived wood decay data stems from specimens with smaller dimensions compared to that of field trial specimens, the reason for using the MLwood metric was to start bridging the gap between laboratory and field trial data. Field trial data rather uses the pick-test or decay depth test to assess wood decay. In the future, MLwood can hopefully be used to convert directly to a relevant mechanical property, or loss thereof over time.
The significance of wood durability and service-life research lies in the possibility to plan better. If the use of wood as a building material is to increase in the future, then almost every aspect of its existence and interaction with the environment should be communicable to its users. Ultimately, full supply-chain traceability, accurate service-life prediction, and end-of-life or recycling possibilities, will assist wood in remaining competitive against other building materials.

2. Materials and Methods

2.1. Mass Loss (MLwood) Used in Dose–Response Model Development

European beech (Fagus sylvatica) wood specimens of dimension 5 × 10 × 100 mm3 were incubated in terrestrial microcosms (TMCs) for a total of 16 weeks, containing a range of soil substrates with water-holding capacity (WHCsoil) set to 30%, 60%, and 90%, and soil moisture content (MCsoil, expressed in %WHCsoil) set to 30%, 60%, 70%, 90%, and 95 % WHCsoil. Additionally, the TMCs were also exposed to a range of constant incubation temperatures, or soil temperature (Tsoil), from 5 to 40 °C, in intervals of 5 °C. Wood specimens were measured for oven-dry mass before and after incubation in TMCs to attain MLwood. Subsets of specimens were removed from TMCs and measured for MLwood at different points in the total 16-week incubation period, called specimen removal intervals (measured in days). The soil substrates consisted of horticultural compost produced at the University of Göttingen’s North Campus mixed in various quantities with silica sand. The compost comprised of fallen leaves and cuttings from grass and trees. A detailed description of TMC preparation, wooden specimen preparation, and a full listing of results can be found in Part 1 [34].
To understand the composition of data used in this article, Table 1 below shows the WHCsoil, MCsoil, and Tsoil conditions that a subset of European beech wood specimens was exposed to.
Wood decay data (MLwood) was collected and organised using Microsoft Excel [38]. Further data processing occurred in the R software package [39] and RStudio [40]. RStudio packages “nlme” [41] and “ggplot2” [42] were used for model fitting and data visualization, respectively. Three statistical assumptions of the test data were examined (independence, normality, homoscedasticity). Firstly, even though several wooden test specimens were exposed to soil within the same TMC, it was assumed that each respective specimen’s oven-dry mass loss (MLwood) was generated independently.

2.2. Dose–Response Model Development

2.2.1. Temperature-Induced Dose Component Development

The variable soil temperature (Tsoil) was included in the dose–response model to describe wood temperature conditions. To create this Tsoil component of the model, data from Part 1 [34], which delivered MLwood across the range of Tsoil from 5 to 40 °C was used. As seen above in Table 1, the soil conditions linked to this range of Tsoil were limited to WHCsoil of 60% and MCsoil at 60 %WHCsoil. The reason for not including any other soil condition was to isolate the effect of Tsoil on MLwood, while at the same time testing optimal in-ground wood decay conditions, to achieve a worst-case scenario.
Considering the purpose of this article was to deliver a dose–response function, a relationship between MLwood and Tsoil in terms of dose was required. To define dose for Tsoil (i.e., stimulus), multiple steps were undertaken to ensure an accurate, but also fair representation of the effect of Tsoil on MLwood (i.e., response). A mean MLwood value was calculated for each Tsoil and specimen removal interval (total of 64 entries). These mean MLwood values were then converted to a mean MLwood.rate by dividing the values by their respective specimen removal intervals, Equation (3).
M L w o o d . r a t e = M L w o o d s p e c i m e n   r e m o v a l   i n t e r a l
where:
  • M L w o o d is the oven-dry mass loss of the wooden test specimens [%];
  • s p e c i m e n   r e m o v a l   i n t e r a l is the period of time the wooden test;
  • specimens were incubated in soil contact for [days];
  • M L w o o d . r a t e is the oven-dry mass loss per week of the wooden test specimens [%·day−1].
Then, all mean MLwood.rate values for a given specimen removal interval were assigned a weighted dose value between 0 and 1, with 1 being the highest mean MLwood.rate in the given specimen removal interval. The rest of the mean MLwood.rate values within the same specimen removal interval were assigned a dose relative to the highest mean MLwood.rate value in that specimen removal interval (i.e., dose calculated using the ratio of 1:highest mean MLwood.rate). This process was repeated for each of the 8 specimen removal intervals in order to normalize mean MLwood.rate across the Tsoil range in each specimen removal interval.
After weighted dose values were generated for all 8 specimen removal intervals, dose and their accompanying Tsoil values were then plotted against one another, and a polynomial regression curve fitted. To improve fit, the 2- and 4-week specimen removal intervals were then excluded due to insufficient mass loss and large variability shown for these incipient decay stages (new total of 6 intervals, therefore 48 entries in total). It was thought that these early decay stages did not reflect sufficient wood decay, which in turn caused outlier values after completing the weighted dose procedure and plotting against their associated Tsoil.
Simple linear regression techniques were applied to fit a polynomial function to MLwood and Tsoil with an Ordinary Least Squares (OLS) optimization procedure, thereby defining a relationship between the two variables in terms of dose. Assumptions relating to independence, normal distribution, and homogeneity of variance (homoscedasticity) should be adhered to for OLS model fitting to hold true. Therefore, the Shapiro-Wilk test was used to test for a normal distribution of the residuals of the fitted model. This delivered a p-value, which was compared with a significance level (α of 0.05), which meant that the null hypothesis of normal distribution of the residuals was accepted if the p-value was greater than 0.05. Additionally, a visual inspection was carried out whereby a quantile-quantile (Q–Q) plot of the residuals was drawn to assess whether the cluster of points formed a straight line [43]. To test for homoscedasticity of the residuals, a visual inspection was also carried out whereby the residuals were plotted against the fitted values to verify that the cluster of points did not show any particular trend [43].

2.2.2. Moisture-Induced Dose Component Development

The variables soil water-holding capacity (WHCsoil) and soil moisture content (MCsoil) were included to describe soil moisture conditions, which in turn described wood moisture conditions (MCwood). To create this moisture-induced component of the dose–response model, data from Part 1 [34], which delivered MLwood across a range of WHCsoil set to 30%, 60%, and 90% and MCsoil set to 30%, 60%, 70%, 90%, and 95 % WHCsoil were used. As seen above in Table 1, the Tsoil conditions linked to this range of MLwood input data was limited to Tsoil of 20 °C. The reason for limiting Tsoil to 20 °C was to once again isolate the effect of WHCsoil and MCsoil on MLwood. A mean MLwood was calculated for each WHCsoil, MCsoil, and specimen removal interval combination (total of 30 entries). These mean MLwood values were then converted to a mean MLwood.rate rate by dividing the values by their respective specimen removal intervals [days] as in Equation (3).
Again, as with the Tsoil dose component, all mean MLwood.rate values within a given specimen removal interval (3 different intervals, see Table 1) were assigned a weighted dose value between 0 and 1, with 1 being the highest mean MLwood.rate. The rest of the mean MLwood.rate values within the same specimen removal interval then had a weighted dose assigned (i.e., calculated) relative to the highest mean MLwood.rate value for that specimen removal interval.
After weighted dose values were generated for the three removal intervals of all specimens, multiple linear regression was applied to use both WHCsoil and MCsoil together as input variables for prediction of dose with optimization for the best fitting of the model using OLS. The reason for choosing OLS initially was for the purpose of obtaining an R2 value which is a commonly accepted measure for goodness-of-fit. Subsequent investigation into the adherence of the assumptions of normality and homoscedasticity yielded significant results, meaning the assumptions were not met (especially homoscedasticity). To solve the problem of heteroscedasticity, fixed effects maximum likelihood optimization procedures from the ‘’nmle’’ package [41] in RStudio [40], which included a variance model, were applied to deliver a linear polynomial model capable of predicting dose as output using WHCsoil and MCsoil as input.

2.2.3. Cumulative Total Daily Dose Model Development

As with earlier dose–response models related to wood decay [24], the total daily dose was assumed to be a function of the moisture-induced and temperature-induced components with cumulative total daily dose calculated as the sum of total daily doses for a certain exposure period.
The combination of the two dose components Tsoil, and WHCsoil and MCsoil, translates to the temperature and moisture requirements of wood-decaying fungi present when wood is utilized in soil contact. However, in order to classify the effect of the two environmental parameters over an exposure period per specimen, a total daily (dose) effect was quantified by simply multiplying the output of each of the two component models with one another. This total daily dose was then multiplied over the exposure period (measured in days and therefore weeks) to deliver a cumulative total daily dose for the exposure period and conditions, per specimen.
This created a scatter plot of MLwood vs. cumulative total daily dose, to which once again a simple linear regression was applied with OLS optimization. Investigation into adherence of the assumptions for normality and homoscedasticity was not successful, resulting in the exploration of maximum likelihood optimization techniques, where homoscedasticity was not required. Finally, a linear regression model with maximum likelihood optimization was produced.
Table 2 below shows the total number of specimens, taken from Part 1 [34], in which the respective temperature and moisture dose components were calculated in order to develop a model for cumulative total daily dose.

2.3. Model Validation Procedure

Once a model for cumulative total daily dose was developed, a procedure for testing the universal application of the model was initiated. Thus, the validity of the developed dose–response model was tested. To adequately test the model’s predictive strength meant once again selecting a subset of data from Part 1 [34], which was not used to create the model, but at least reflected similarities in data origin while capturing variability in exposure conditions. Therefore, it made sense to select a subset of MLwood data limited to alternating Tsoil. This subset was similar in test setup and soil moisture conditions (i.e., WHCsoil and MCsoil), but also variable enough in Tsoil conditions to capture a range of exposure possibilities, more reflective of real-world conditions where daily and seasonal temperature fluctuations are expected. The alternating Tsoil data was also not considered in the model’s developmental phase and would, therefore, pose as an applicable case study dataset. Table 3 below shows this subset of data, complete with alternating Tsoil cycles, where Tsoil was alternated (changed) to the stipulated values once every 7 days.
Actual versus predicted values of MLwood (per specimen) were used to test the goodness-of-fit of the developed dose–response model. This entailed applying the respective moisture- and temperature-induced dose component calculations to the exposure conditions for the 16-week exposure period. The cumulative total daily dose was then calculated per specimen (for its respective exposure period), with predicted MLwood and actual MLwood plotted on a scatter plot against one another. Ideally, a 1:1 relationship between predicted and actual MLwood values would mean a perfect fit of the dose–response model to the observed wood decay. This meant fitting a straight line with a gradient of 0.5 (origin at 0) through the scatter plot of actual versus predicted values and assessing the residuals of the predicted values to the plotted straight line. A goodness-of-fit (R2) value [44] was then calculated for the model; Equations (4)–(6).
R 2 = 1 s 2 V a r ( Y )
s 2 = S S E ( n p )
S S E = i = 1 n ( Y i Y ^ i ) 2
where:
  • R 2 is the goodness-of-fit of the developed model;
  • s 2 is the residual variance of the sum of squares of the residuals;
  • n is the number of M L w o o d measurements;
  • p is the number of freely estimated parameters in the model;
  • Y i are the actual M L w o o d values;
  • Y ^ i are the predicted M L w o o d values;
  • S S E is the sum of squares of the residuals;
  • V a r ( Y ) is the empirical variance of the actual M L w o o d values.

3. Results and Discussion

3.1. In-Ground Dose–Response Model

3.1.1. Soil Temperature (Tsoil) Dose Model

Equation (7) below presents a model for the temperature-induced dose component with Figure 4 below showing a graphical representation of the component model where simple linear regression techniques were applied to fit a polynomial function using the OLS optimization procedure. The polynomial function was created from 48 different weighted dose entries, corresponding to MLwood for eight different incubation temperatures (Tsoil) at six specimen removal intervals. These six weighted dose points for each Tsoil can be seen on the graph. Important to note is that for each of the six specimen removal intervals, optimum wood decay occurred at Tsoil of 35 °C, meaning the highest mean MLwood.rate. Therefore, all specimens incubated in TMCs with Tsoil of 35 °C, for all six specimen removal intervals received a weighted dose value of 1.0. Optimum Tsoil of 35 °C also represents the major turning point of the polynomial function where the wood decay rate tends to slow down. The temperature-induced dose component becomes zero when Tsoil exceeds 40 °C or drops below 0 °C. This reasoning was based on the data gathered in this study (i.e., Tsoil from 0 to 40 °C), which represents the model’s range, but also on the physiological requirements of wood-decaying fungi, whereby wood decay slows down drastically or ceases entirely at temperatures below 0 °C, and above 40 °C [45]. However, studies of wooden expedition huts in Antarctica were able to find evidence of soft-rot, meaning that even consistent sub-zero temperatures cannot impede wood decay indefinitely [46].
D T ( T s o i l ) = 0 ;   if   T s o i l , m i n < 0   ° C   or   if   T s o i l , m a x > 40   ° C D T ( T s o i l ) = b 1 T s o i l + b 2 T s o i l 2 + b 3 T s o i l 3 + b 4 T s o i l 4 + b 5 T s o i l 5   ;   if   T m i n 0   ° C   or   if   T m a x 40   ° C
where:
  • D T is the temperature-induced dose component;
  • T s o i l is the mean soil temperature for the considered day [°C];
  • T s o i l , m i n is the minimum allowable soil temperature for the considered day [°C];
  • T s o i l , m a x is the maximum allowable soil temperature for the considered day [°C].
  • b 1 = 0.03267
  • b 2 = 0.003112
  • b 3 = 0.0003564
  • b 4 = 0.00001262
  • b 5 = 0.0000001457
In addition to a Shapiro-Wilk test delivering a non-significant p-value (i.e., p > 0.05), a visual inspection of the residuals of the fitted polynomial function was carried out using a Q–Q plot (Appendix A: Figure A1). The point clustering followed a straight line, therefore, verifying a normal distribution of the residuals. Homoscedasticity of the residuals was then assessed using a residuals vs. fitted values plot (Appendix A: Figure A2), with no particular trend shown (i.e., straight line). The temperature-induced dose component model adhered to all three assumptions of normality, homoscedasticity, and independence.
Another aspect regarding the temperature-induced component is the soil’s ability to conduct temperature or heat energy. In outdoor conditions, a wooden element in soil contact is exposed to different temperatures above and below the soil surface, which means a gradient of decay risk can exist. Marais et al. [47] point out an array of decay risk factors along the vertical section of an in-ground wooden element. For example, a position on the wooden element corresponding to the air–soil transition zone is likely to experience the highest decay risk, becoming the ultimate point of failure of the element. This is where soil surface moisture infiltrates easily, favourable oxygen levels and temperatures exist, and where fungal attack can occur from both established fungal mycelium in the soil and spores from the air. In the TMC setup used in this study, ambient air temperature and Tsoil were kept constant through the use of conditioning/incubation chambers. However, important for future models that describe actual outdoor exposure conditions, will be the position of the temperature measurement. The thermodynamic properties of soil could be considered additionally, whereby MCsoil can influence the accumulation, dissipation, and transfer of heat energy in soils [48]. This naturally brings about differences in soil and ambient air temperatures on an hourly, daily, and seasonal timescale. To this end, the temperature-induced component model presented in this article strives for soil temperature corresponding to Tsoil just below the soil surface measured at constant soil moisture conditions of WHCsoil at 60% and MCsoil at 60% WHCsoil.

3.1.2. Soil Water-Holding Capacity (WHCsoil) and Moisture Content (MCsoil) Dose Model

Equation (8) below presents a linear polynomial model for the moisture-induced dose component. The model was developed using the maximum likelihood optimization procedure and is capable of predicting dose as output using WHCsoil and MCsoil as input. As with the temperature-induced dose component model, the moisture-induced dose component becomes zero when the soil substrate is unable to facilitate fungal decay. This consists of a combination of the soil’s inoculum potential and a suitable moisture source. Additionally, a functional range of input measurements for WHCsoil and MCsoil are given, but this differs from the temperature-induced model where the range was limited to the range of Tsoil tested. The functional range of the MCsoil input values was limited by the dose output values, whereby input values from 90 to 95% WHCsoil delivered negative dose values. This had to be accounted for by limiting the maximum input value for MCsoil to 90% WHCsoil. Input values for WHCsoil were limited to the tested range (30 to 90%).
Irrespective of the soil’s inoculum potential, without a sufficient moisture source in the soil substrate, MCwood is also too low to facilitate fungal decay. The minimum MCwood for fungal growth is in the region of 20 to 30% [49]. The optimum for many relevant basidiomycetes (brown- and white-rot) ranges between MCwood of 35 and 70% [50], while soft-rotting fungi (Ascomycetes and Deuteromycetes) can cope with comparably higher MCwood. Furthermore, prominent unsterile soil-bed test standards, such as CEN 15083-2:2005 [51] require MCsoil to be fixed at 95 %WHCsoil, in order to specifically isolate soft-rotting wood decay activity. Brown-, white-, and soft-rot fungi, can all be found on wood utilized in soil contact.
D u ( u s o i l ) = 0   ;   if   30 % > W H C s o i l > 90 % ;   or   if   30 % W H C s o i l > M C s o i l > 90 % W H C s o i l D u ( u s o i l ) = b 1 W H C s o i l + b 2 M C s o i l + b 3 M C s o i l 2 + b 4 M C s o i l 3   ; if   30 % < W H C s o i l < 90 % ;   or   if   30 % W H C s o i l < M C s o i l < 90 % W H C s o i l
where:
  • D u is the moisture-induced dose component;
  • u s o i l is the moisture-induced component comprising of a combination of soil water-holding capacity ( W H C s o i l ) and soil moisture content ( M C s o i l ) for the considered day [%];
  • W H C s o i l is the soil water-holding capacity [%];
  • M C s o i l is the soil moisture content [ %   WH C soil ];
  • b 1 = 0.008449060
  • b 2 = 0.015157741
  • b 3 = 0.000519323
  • b 4 = 0.000004230

3.1.3. Cumulative Total Daily Dose Model

Equations (9)–(11) present the model for cumulative total daily dose where the sum of total daily doses consisting of moisture- and temperature-induced components, for a given exposure period, can deliver an expected wood decay (MLwood) value. The input data and linear regression function developed for cumulative total daily dose are represented graphically in Figure 5. It also shows the clear problem of heteroscedasticity of the residuals, that with increasing dose days, MLwood shows an increased range between minimum and maximum values. Maximum likelihood optimization techniques (which included a variance model) were subsequently used to deliver the linear model of Equation (11).
D = D T [ T s o i l ] D u [ u s o i l ]   ;   if   both   D u > 0   and   D T > 0 D = 0   ;   if   D u = 0   or   D T = 0
D ( n ) = 1 n D i = 1 n ( f ( D T ( T i ) ,   D u ( u i ) ) )
M L w o o d = 0.6914485 D ( n )
where:
  • D ( n ) is the cumulative total daily dose for the considered exposure period [];
  • D is the total daily dose;
  • D T is the temperature-induced dose component;
  • D u is the moisture-induced dose component;
  • T s o i l is the mean soil temperature for the considered day [°C];
  • u s o i l is the moisture-induced component comprising of a combination of soil water-holding capacity ( W H C s o i l ) and soil moisture content ( M C s o i l ) for the considered day [%];
  • M L w o o d is the oven-dry mass loss of the wooden test specimens [%].
The TimberLife software package takes both WHCsoil and MCsoil into consideration, however not in the same manner as the moisture-induced model presented in this article. Wang et al. [18] used computations of soil matric potential (Ψm) to show the significance of the number of dry months in one calendar year. This approach was therefore rather binary, where the soil was either wet and allowed decay to occur, or dry from insufficient rainfall (<5 mm), to where the outer surface of the in-ground wooden element dried below fibre saturation and inhibited decay. In short, soil matric potential can describe the soil particle size distribution and the interaction between the solid soil fraction, soil pores (air), and the soil moisture fraction. Although theoretical, a soil condition of permanent wilting point (Ψm = −1.5 Mpa), correlated to these intermittent rainfall months and observed wood decay patterns. This brought some definition to soil moisture in the context of TimberLife’s in-ground wood decay model, but these rainfall measurements only indirectly described a range of soil particle size distributions and soil moisture conditions.

3.2. In-Ground Dose–Response Model Validation

Figure 6 below shows the results from the model validation procedure whereby the predictive accuracy of the cumulative total daily dose model of Equation (11) was assessed. A subset of data describing MLwood for alternating temperature-induced conditions taken from Part 1 [34] was used. The data was independent of that used to construct the model of Equation (11), but described soil conditions with similar moisture conditions. The data points in Figure 6 represent actual MLwood values on the Y-axis and their predicted MLwood values on the X-axis. The red line represents an ideal, 1:1 relationship of the model’s prediction accuracy, meaning that the model is currently overpredicting MLwood since most of the points are situated beneath the red line. Underprediction of MLwood would see most of the points situated above the red line, while ideal prediction accuracy would see all the points situated closely to the red line (slightly above and/or below), across the whole prediction range. Residuals from the red line to the predicted values were used to calculate a “goodness-of-fit” criteria (R2 = 0.66).
The in-ground dose–response model presented in this article sees an equal proportionality of the temperature- and moisture-induced components to one another in calculating total daily dose; Equation (9). This differs from previously developed aboveground dose–response models where the calculation of total daily dose is rather more complex. Factors are applied to each component, changing the proportionality of the temperature- and moisture-induced components to one another. A similar procedure was followed for the development of the total daily dose in this article but was ultimately decided against, since no combination of arbitrarily applied disproportionality improved the goodness-of-fit of the model when applied to the validation dataset. For now, the in-ground model sees an equal contribution of both components to the total daily dose.

4. Conclusions

This article presents a dose–response model for in-ground wood decay of European beech wood (Fagus sylvatica). The data used to construct the model described wood decay (MLwood) in laboratory-based terrestrial microcosm tests. Two isolated components of soil temperature and soil moisture define the conditions (dose) that deliver wood decay (response). The model was developed from MLwood data for constant temperature conditions and validated on MLwood data for alternating temperature conditions. Important points to note concerning the model and modelling process:
  • Soil temperature (Tsoil) describes conditions related to the temperature-induced dose component. Constant Tsoil was tested in this study;
  • Both soil water-holding capacity (WHCsoil) and soil moisture content (MCsoil) describe conditions related to the moisture-induced component;
  • The temperature- and moisture-induced dose components are multiplied with each other in a 1:1 ratio to deliver a total daily dose;
  • The sum of cumulated total daily doses over an exposure period delivers the total number of dose days and a corresponding wood decay (MLwood) value [%]. Cumulative total dose days should however not be confused with total exposure days;
  • Total daily dose is considered zero when temperature- and/or moisture-induced conditions lie outside of the ranges tested and presented in this study. The temperature and moisture ranges tested in this study were also inspired by the physiological requirements of wood-decaying fungi, in general;
  • In future models, these physiological requirement ranges can be expanded to include fungal groups more prevalent in soils;
  • When validated on an independent dataset that tested alternating Tsoil, the model overpredicted wood decay. If interpreted directly, this would mean a conservative prediction (or underprediction) of wood service-life;
  • Future work will look at incorporating additional components to the dose concept such as soil pH and organic matter content.
  • Additionally, the model will be expanded to incorporate wood decay from field trials making use of larger specimens and more wood species, where MLwood can be linked to decay rating and mechanical property loss, ultimately leading to realistic predictions of wood service-life.

Author Contributions

Conceptualization, B.N.M. and C.B.; methodology, B.N.M. and C.B.; software, B.N.M. and P.B.v.N.; validation, B.N.M., C.B., and P.B.v.N.; formal analysis, B.N.M. and P.B.v.N.; investigation, B.N.M. and P.B.v.N.; resources, C.B.; data curation, B.N.M. and P.B.v.N.; writing—original draft preparation, B.N.M.; writing—review and editing, C.B. and P.B.v.N.; visualization, B.N.M. and P.B.v.N.; supervision, C.B.; project administration, C.B.; funding acquisition, C.B. All authors have read and agreed to the published version of the manuscript.

Funding

This article was made possible through funding from the ongoing research projects CEMWOGEO (22007617), supported by the German Ministry of Food and Agriculture (BMEL), CEMSLEEPER (873191), supported by the Austrian Research Promotion Agency (FFG). The authors also received funding in the frame of the research project CLICK design, which is supported under the umbrella of ERA-NET Co-fund Forest Value by the Ministry of Education, Science, and Sport (MIZS)—Slovenia; The Ministry of the Environment (YM)—Finland; The Forestry Commissioners (FC)—UK; The Research Council of Norway (RCN)—Norway; The French Environment and Energy Management Agency (ADEME) and The French National Research Agency (ANR)—France; The Swedish Research Council for Environment, Agricultural Sciences, and Spatial Planning (FORMAS), Swedish Energy Agency (SWEA), Swedish Governmental Agency for Innovation Systems (Vinnova)—Sweden; Federal Ministry of Food and Agriculture (BMEL) and The Agency for Renewable Resources (FNR)—Germany. Forest Value has received funding from the European Union’s Horizon 2020 research and innovation program under grant agreement No. 773324.

Acknowledgments

The authors acknowledge support by the Open Access Publication Funds of the University of Göttingen.

Conflicts of Interest

The authors declare no conflict of interest.

Appendix A

Figure A1. Quantile–quantile (Q–Q) plot of the residuals for the temperature-induced dose component model. The straight-line clustering suggests a normal distribution of the residuals of the fitted polynomial function.
Figure A1. Quantile–quantile (Q–Q) plot of the residuals for the temperature-induced dose component model. The straight-line clustering suggests a normal distribution of the residuals of the fitted polynomial function.
Forests 12 00698 g0a1
Figure A2. Residuals plotted against fitted values to visually assess homoscedasticity of the residuals of the fitted polynomial function for the temperature-induced dose component model. The straight red line means the point clustering shows no particular trend and the residuals could be considered homoscedastic.
Figure A2. Residuals plotted against fitted values to visually assess homoscedasticity of the residuals of the fitted polynomial function for the temperature-induced dose component model. The straight red line means the point clustering shows no particular trend and the residuals could be considered homoscedastic.
Forests 12 00698 g0a2

References

  1. Ramage, M.H.; Burridge, H.; Busse-Wicher, M.; Fereday, G.; Reynolds, T.; Shah, D.U.; Wu, G.; Yu, L.; Fleming, P.; Densley-Tingley, D.; et al. The Wood from the Trees: The Use of Timber in Construction. Renew. Sustain. Energy Rev. 2017, 68, 333–359. [Google Scholar] [CrossRef]
  2. Brischke, C.; Bayerbach, R.; Rapp, A.O. Decay-Influencing Factors: A Basis for Service Life Prediction of Wood and Wood-Based Products. Wood Mater. Sci. Eng. 2006, 1, 91–107. [Google Scholar] [CrossRef]
  3. Lacasse, M.A. Advances in Service Life Prediction-An Overview of Durability and Methods of Service Life Prediction for Non-Structural Building Components. In Proceedings of the Annual Australasian Corrosion Association Conference, Wellington, NZ, USA, 16–19 November 2008; pp. 1–13. [Google Scholar]
  4. Van de Kuilen, J.-W.G. Service Life Modelling of Timber Structures. Mater. Struct. 2007, 40, 151–161. [Google Scholar] [CrossRef] [Green Version]
  5. Van Acker, J.; Palanti, S. 5.3 Durability. In Performance of Bio-Based Building Materials; Brischke, C., Jones, D., Europäische Zusammenarbeit auf dem Gebiet der Wissenschaftlichen und Technischen Forschung, Eds.; Woodhead publishing series in civil and structural engineering; WP-Woodhead Publishing, An Imprint of Elsevier: Duxford, UK, 2017; pp. 257–277. ISBN 978-0-08-100992-5. [Google Scholar]
  6. Harmon, M.E.; Whigham, D.F.; Sexton, J.; Olmsted, I. Decomposition and Mass of Woody Detritus in the Dry Tropical Forests of the Northeastern Yucatan Peninsula, Mexico. Biotropica 1995, 27, 305. [Google Scholar] [CrossRef] [Green Version]
  7. Björdal, C.G.; Daniel, G.; Nilsson, T. Depth of Burial, an Important Factor in Controlling Bacterial Decay of Waterlogged Archaeological Poles. Int. Biodeterior. Biodegrad. 2000, 45, 15–26. [Google Scholar] [CrossRef]
  8. Van der Wal, A.; de Boer, W.; Smant, W.; van Veen, J.A. Initial Decay of Woody Fragments in Soil Is Influenced by Size, Vertical Position, Nitrogen Availability and Soil Origin. Plant Soil 2007, 301, 189–201. [Google Scholar] [CrossRef] [Green Version]
  9. Brischke, C.; Meyer-Veltrup, L. Durability of Wood in Ground Contact-Effects of Specimen Size. Ligno 2017, 13, 7. [Google Scholar]
  10. PrEN 460:2019 Durability of Wood and Wood-Based Products-Natural Durability of Solid Wood-Guide to the Durability Requirements for Wood to Be Used in Hazard. Classes; European Committee for Standardization (CEN): Brussels, Belgium, 2019.
  11. Wang, C.; Leicester, R.H.; Nguyen, M.N. Manual 4-Decay above-Ground; Timber Service Life Design Guide; CSIRO: Melbourne, Australia, 2007. [Google Scholar]
  12. Viitanen, H.; Toratti, T.; Makkonen, L.; Peuhkuri, R.; Ojanen, T.; Ruokolainen, L.; Räisänen, J. Towards Modelling of Decay Risk of Wooden Materials. Eur. J. Wood Wood Prod. 2010, 68, 303–313. [Google Scholar] [CrossRef] [Green Version]
  13. Thelandersson, S.; Isaksson, T.; Frühwald Hansson, E.; Toratti, T.; Viitanen, H.; Grüll, G.; Jermer, J.; Suttie, E. Service Life of Wood in Outdoor above Ground Applications Engineering Design Guideline; Lund University: Lund, Sweden, 2011; p. 29. [Google Scholar]
  14. Van de Kuilen, J.-W.G.; Gard, W. Damage Assessment and Residual Service Life Estimation of Cracked Timber Beams. Adv. Mater. Res. 2013, 778, 402–409. [Google Scholar] [CrossRef]
  15. Isaksson, T.; Thelandersson, S.; Jermer, J.; Brischke, C. Beständighet för Utomhusträ Ovan Mark; Research Instutes of Sweden (RISE): Borås, Sweden, 2014; p. 38. [Google Scholar]
  16. Pousette, A.; Malo, K.A.; Thelandersson, S.; Fortino, S.; Salokangas, L.; Wacker, J. Durable Timber Bridges Final Report and Guidelines; RISE Research Institutes of Sweden: Göteborg, Sweden, 2017; p. 178. [Google Scholar]
  17. Wang, C.; Leicester, R.H.; Nguyen, M.; Foliente, G.C.; Sicad, N. TimberLife: Durability Prediction and Design of Timber Construction; Forest and Wood Products Australia (FWPA): Melbourne, Australia, 2007; p. 8. [Google Scholar]
  18. Wang, C.; Leicester, R.H.; Nguyen, M.N. Manual 3-Decay in Ground Contact; Timber Service Life Design Guide; CSIRO: Melbourne, Australia, 2008. [Google Scholar]
  19. De Freitas, R.R.; Molina, J.C.; Júnior, C.C. Mathematical Model for Timber Decay in Contact with the Ground Adjusted for the State of São Paulo, Brazil. Mater. Res. 2010, 13, 151–158. [Google Scholar] [CrossRef] [Green Version]
  20. Salman, A.M.; Salarieh, B.; Bastidas-Arteaga, E.; Li, Y. Optimization of Condition-Based Maintenance of Wood Utility Pole Network Subjected to Hurricane Hazard and Climate Change. Front. Built Environ. 2020, 6, 73. [Google Scholar] [CrossRef]
  21. Wibawa, U.A.; Prabowo, H.; Fitriyanto, A. In-Ground Decay Modeling of Historic Timber Foundations of Sultanate Mosque in Sambas, Indonesia. J. Phys. Conf. Ser. 2020, 1655, 012084. [Google Scholar] [CrossRef]
  22. MacKenzie, C.E.; Wang, C.; Leicester, R.H.; Foliente, G.C.; Nguyen, M.N. 4. Decay of Timber In-Ground Contact. In Timber Service Life Design Guide; Forest and Wood Products Australia: Melbourne, Australia, 2007; pp. 17–26. ISBN 978-1-920883-16-4. [Google Scholar]
  23. Brischke, C.; Rapp, A.O. Influence of Wood Moisture Content and Wood Temperature on Fungal Decay in the Field: Observations in Different Micro-Climates. Wood Sci. Technol. 2008, 42, 663–677. [Google Scholar] [CrossRef]
  24. Brischke, C.; Rapp, A.O. Dose–Response Relationships between Wood Moisture Content, Wood Temperature and Fungal Decay Determined for 23 European Field Test Sites. Wood Sci. Technol. 2008, 42, 507–518. [Google Scholar] [CrossRef]
  25. Hansson, E.F.; Brischke, C.; Meyer, L.; Isaksson, T.; Thelandersson, S.; Kavurmaci, D. Durability of Timber Outdoor Structures-Modelling Performance and Climate Impacts. In Proceedings of the Session 8, Auckland, New Zealand, 15 July 2012; pp. 295–303. [Google Scholar]
  26. Isaksson, T.; Brischke, C.; Thelandersson, S. Development of Decay Performance Models for Outdoor Timber Structures. Mater. Struct. 2013, 46, 1209–1225. [Google Scholar] [CrossRef]
  27. EN 252:2015. Field Test. Methods for Determining the Relative Protective Effectiveness of Wood Preservatives in Ground Contact; European Committee for Standardization (CEN): Brussels, Belgium, 2014.
  28. Brischke, C.; Hansson, E.F. Modeling Biodegradation of Timber-Dose-Response Models for above-Ground Decay and Its Climate-Dependent Variability. In Proceedings of the International Conference on Structural Health Assessment of Timber Structures, Lisbon, Portugal, 6 June 2011; p. 12. [Google Scholar]
  29. AWPC:2015 Protocols for Assessment of Wood Preservatives. Field Test. Procedures for Decay and Termites. Hazard. Classes H4 and H5; Australian Wood Preservation Committee (AWPC): Melbourne, Australia, 2015; p. 28.
  30. Savory, J.G.; Carey, J.K. Decay in External Framed Joinery in the United Kingdom. J. Inst. Wood Sci. 1979, 8, 176–180. [Google Scholar]
  31. Edlund, M.-L.; Nilsson, T. Testing the Durability of Wood. Mater. Struct. 1998, 31, 641–647. [Google Scholar] [CrossRef]
  32. Brischke, C.; Olberding, S.; Meyer, L.; Bornemann, T.; Welzbacher, C.R. Intrasite Variability of Fungal Decay on Wood Exposed in Ground Contact. Int. Wood Prod. J. 2013, 4, 37–45. [Google Scholar] [CrossRef]
  33. Brischke, C.; Meyer-Veltrup, L. Modelling Timber Decay Caused by Brown Rot Fungi. Mater. Struct. 2016, 49, 3281–3291. [Google Scholar] [CrossRef]
  34. Marais, B.N.; Brischke, C.; Militz, H.; Peters, J.H.; Reinhardt, L. Studies into Fungal Decay of Wood In Ground Contact—Part 1: The Influence of Water-Holding Capacity, Moisture Content, and Temperature of Soil Substrates on Fungal Decay of Selected Timbers. Forests 2020, 11, 1284. [Google Scholar] [CrossRef]
  35. Brischke, C.; Alfredsen, G.; Humar, M.; Conti, E.; Cookson, L.; Emmerich, L.; Flæte, P.O.; Fortino, S.; Francis, L.; Hundhausen, U.; et al. Modelling the Material Resistance of Wood—Part 3: Relative Resistance in above and in Ground Situations—Results of a Global Survey. Forests 2021, 12, 590. [Google Scholar] [CrossRef]
  36. Meyer-Veltrup, L.; Brischke, C.; Alfredsen, G.; Humar, M.; Flæte, P.-O.; Isaksson, T.; Brelid, P.L.; Westin, M.; Jermer, J. The Combined Effect of Wetting Ability and Durability on Outdoor Performance of Wood: Development and Verification of a New Prediction Approach. Wood Sci. Technol. 2017, 51, 615–637. [Google Scholar] [CrossRef]
  37. EN 350:2016 Durability of Wood and Wood-Based Products–Testing and Classification of the Durability to Biological Agents of Wood and Wood-Based Materials; European Committee for Standardization (CEN): Brussels, Belgium, 2016.
  38. Microsoft Excel 2019; Microsoft Corporation: Redmond, WD, USA, 2018.
  39. R Core Team R. A Language and Environment for Statistical Computing; R Foundation for Statistical Computing: Vienna, Austria, 2020. [Google Scholar]
  40. RStudio Team. RStudio: Integrated Development Environment for R; RStudio, PBC: Boston, MA, USA, 2021. [Google Scholar]
  41. Pinheiro, J.; Bates, D.; DebRoy, S.; Sarkar, D.; R Core Team. nlme: Linear and Nonlinear Mixed Effects Models; R Core Team: Vienna, Austria, 2020. [Google Scholar]
  42. Wickham, H. Ggplot2: Elegant Graphics for Data Analysis, 2nd ed.; Use R! Springer: New York, NY, USA; Cham, Germany, 2016; ISBN 978-3-319-24277-4. [Google Scholar]
  43. Picard, N.; Saint-André, L.; Henry, M. 6. Model fitting. In Manual for Building Tree Volume and Biomass Allometric Equations from Filed Measurement to Prediction; Food and Agriculture Organization of the United Nations (FA0): Rome, Italy, 2012; pp. 107–169. ISBN 978-92-5-107347-6. [Google Scholar]
  44. Picard, N.; Saint-André, L.; Henry, M. 7. Uses and Prediction. In Manual for Building Tree Volume and Biomass Allometric Equations from Filed Measurement to Prediction; Food and Agriculture Organization of the United Nations (FA0): Rome, Italy, 2012; pp. 171–188. ISBN 978-92-5-107347-6. [Google Scholar]
  45. Zabel, R.A.; Morrell, J.J. 2 Wood Deterioration Agents. In Wood Microbiology: Decay and Its Prevention; Elsevier Science: Saint Louis, MO, USA, 2014; pp. 21–51. ISBN 978-0-323-13946-5. [Google Scholar]
  46. Blanchette, R.A.; Held, B.W.; Jurgens, J.A.; McNew, D.L.; Harrington, T.C.; Duncan, S.M.; Farrell, R.L. Wood-Destroying Soft Rot Fungi in the Historic Expedition Huts of Antarctica. Appl. Environ. Microbiol. 2004, 70, 1328–1335. [Google Scholar] [CrossRef] [PubMed] [Green Version]
  47. Marais, B.N.; Brischke, C.; Militz, H. Wood Durability in Terrestrial and Aquatic Environments–A Review of Biotic and Abiotic Influence Factors. Wood Mater. Sci. Eng. 2020, 1–24. [Google Scholar] [CrossRef]
  48. Selker, J.; Or, D. 5. Heat Flow and Thermal Effects in Soil. In Soil Hydrology and Biophysics; Oregon State University: Corvallis, OR, USA, 2021; pp. 243–266. [Google Scholar]
  49. Schmidt, O. 3 Physiology. In Wood and Tree Fungi: Biology, Damage, Protection, and Use; Czeschlik, D., Ed.; Springer: Berlin, Germany, 2006; pp. 53–85. ISBN 978-3-540-32138-5. [Google Scholar]
  50. Huckfeldt, T.; Schmidt, O.; Quader, H. Ökologische Untersuchungen am Echten Hausschwamm und weiteren Hausfäulepilzen. Holz Als Roh Werkst. 2005, 63, 209–219. [Google Scholar] [CrossRef]
  51. CEN/TS 15083-2:2005 Durability of Wood and Wood-Based Products-Determination of the Natural Durability of Solid Wood against Wood-Destroying Fungi, Test. Methods-Part. 2: Soft Rotting Micro-Fungi; European Committee for Standardization (CEN): Brussels, Belgium, 2005.
Figure 1. In-ground decay hazard map of the continent of Australia delineating relative vulnerability to attack by decay fungi (Zone D has the greatest in-ground decay hazard). Image used with permission from [22].
Figure 1. In-ground decay hazard map of the continent of Australia delineating relative vulnerability to attack by decay fungi (Zone D has the greatest in-ground decay hazard). Image used with permission from [22].
Forests 12 00698 g001
Figure 2. Relationship between mean wood moisture content (MC in %) and the daily moisture-induced dose component, and between mean wood temperature (T in °C) and the daily temperature-induced dose component. Dashed lines mean that curve progression is uncertain due to a lack of data beyond zones represented by solid lines. Graph adapted from Brischke et al. [24].
Figure 2. Relationship between mean wood moisture content (MC in %) and the daily moisture-induced dose component, and between mean wood temperature (T in °C) and the daily temperature-induced dose component. Dashed lines mean that curve progression is uncertain due to a lack of data beyond zones represented by solid lines. Graph adapted from Brischke et al. [24].
Forests 12 00698 g002
Figure 3. Example relationship between cumulative total dose measured in days and mean decay rating according to EN 252:2015 [27] for wood specimens exposed aboveground. LS = limit state; green curve = wooden element exposed in-ground; blue curve = wooden element exposed aboveground. Graph adapted from Brischke and Frühwald Hansson [28].
Figure 3. Example relationship between cumulative total dose measured in days and mean decay rating according to EN 252:2015 [27] for wood specimens exposed aboveground. LS = limit state; green curve = wooden element exposed in-ground; blue curve = wooden element exposed aboveground. Graph adapted from Brischke and Frühwald Hansson [28].
Forests 12 00698 g003
Figure 4. Soil temperature (Tsoil) plotted against dose to show the temperature-induced dose component model for European beech wood exposed to soil contact. The red line is a polynomial function fitted using the OLS optimization procedure. R2 = 0.9888. S.R.I. = specimen removal interval measured in weeks.
Figure 4. Soil temperature (Tsoil) plotted against dose to show the temperature-induced dose component model for European beech wood exposed to soil contact. The red line is a polynomial function fitted using the OLS optimization procedure. R2 = 0.9888. S.R.I. = specimen removal interval measured in weeks.
Forests 12 00698 g004
Figure 5. Relationship between dose and wood decay (MLwood) of European beech wood specimens exposed to soil contact. Each point represents the measured MLwood of a wooden specimen incubated under certain temperature and moisture conditions after a certain exposure period. The red line is a linear function developed using maximum likelihood optimization techniques.
Figure 5. Relationship between dose and wood decay (MLwood) of European beech wood specimens exposed to soil contact. Each point represents the measured MLwood of a wooden specimen incubated under certain temperature and moisture conditions after a certain exposure period. The red line is a linear function developed using maximum likelihood optimization techniques.
Forests 12 00698 g005
Figure 6. Relationship between actual and predicted values of an independent subset of MLwood data describing alternating temperature-induced conditions. The red line shows an ideal, 1:1 prediction accuracy of the cumulative total daily dose model to which the predicted values were compared. R2 = 0.65.
Figure 6. Relationship between actual and predicted values of an independent subset of MLwood data describing alternating temperature-induced conditions. The red line shows an ideal, 1:1 prediction accuracy of the cumulative total daily dose model to which the predicted values were compared. R2 = 0.65.
Forests 12 00698 g006
Table 1. Subset of wood decay data (MLwood) with respective moisture and temperature conditions, and specimen removal intervals, taken from Part 1 [34]. The data was used to develop moisture- and temperature-induced dose components towards a dose–response model for wooden specimens exposed to soil contact. Data with blue background was used for the moisture-induced dose component, while data with orange background was used for the temperature-induced component.
Table 1. Subset of wood decay data (MLwood) with respective moisture and temperature conditions, and specimen removal intervals, taken from Part 1 [34]. The data was used to develop moisture- and temperature-induced dose components towards a dose–response model for wooden specimens exposed to soil contact. Data with blue background was used for the moisture-induced dose component, while data with orange background was used for the temperature-induced component.
# TMCsWHCsoil [%]MCsoil [%]Tsoil (°C)Intervals(n)Total (n)
13030203824
13070203824
13095203824
16030203824
660605–40610360
16070203824
160902031030
16095203824
19030203824
19070203824
19095203824
Total specimens576
Table 2. A subset of wood decay data (MLwood) with respective moisture and temperature conditions, taken from Part 1 [34], with moisture- and temperature-induced dose components calculated to deliver a model describing MLwood as a function of cumulative total daily dose.
Table 2. A subset of wood decay data (MLwood) with respective moisture and temperature conditions, taken from Part 1 [34], with moisture- and temperature-induced dose components calculated to deliver a model describing MLwood as a function of cumulative total daily dose.
# TMCsWHCsoil [%]MCsoil [%]Tsoil (°C)Intervals(n)Total (n)
13030203824
13070203824
13095203824
16030203824
860605–40810640
16070203824
160905–40810640
16095203824
19030203824
19070203824
19095203824
Total specimens1496
Table 3. Subset of wood decay data (MLwood) with respective moisture and temperature (alternating) conditions, taken from Part 1 [34], used to test the goodness-of-fit of the developed dose–response model for wooden specimens exposed in soil contact.
Table 3. Subset of wood decay data (MLwood) with respective moisture and temperature (alternating) conditions, taken from Part 1 [34], used to test the goodness-of-fit of the developed dose–response model for wooden specimens exposed in soil contact.
# TMCsWHCsoil [%]MCsoil [%]Tsoil (°C)Intervals(n)Total (n)
1606010/2081080
1606010/3081080
1606020/3081080
1609010/2081080
1609010/3081080
1609020/3081080
Total specimens480
Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Share and Cite

MDPI and ACS Style

Marais, B.N.; van Niekerk, P.B.; Brischke, C. Studies into Fungal Decay of Wood in Ground Contact—Part 2: Development of a Dose–Response Model to Predict Decay Rate. Forests 2021, 12, 698. https://doi.org/10.3390/f12060698

AMA Style

Marais BN, van Niekerk PB, Brischke C. Studies into Fungal Decay of Wood in Ground Contact—Part 2: Development of a Dose–Response Model to Predict Decay Rate. Forests. 2021; 12(6):698. https://doi.org/10.3390/f12060698

Chicago/Turabian Style

Marais, Brendan Nicholas, Philip Bester van Niekerk, and Christian Brischke. 2021. "Studies into Fungal Decay of Wood in Ground Contact—Part 2: Development of a Dose–Response Model to Predict Decay Rate" Forests 12, no. 6: 698. https://doi.org/10.3390/f12060698

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop