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Article

Modelling the Material Resistance of Wood—Part 3: Relative Resistance in above- and in-Ground Situations—Results of a Global Survey

by
Christian Brischke
1,*,
Gry Alfredsen
2,
Miha Humar
3,
Elena Conti
4,
Laurie Cookson
5,
Lukas Emmerich
1,
Per Otto Flæte
6,
Stefania Fortino
7,
Lesley Francis
8,
Ulrich Hundhausen
6,
Ilze Irbe
9,
Kordula Jacobs
10,
Morten Klamer
11,
Davor Kržišnik
3,
Boštjan Lesar
3,
Eckhard Melcher
12,
Linda Meyer-Veltrup
13,
Jeffrey J. Morrell
14,
Jack Norton
8,
Sabrina Palanti
15,
Gerald Presley
16,
Ladislav Reinprecht
17,
Tripti Singh
18,
Rod Stirling
19,
Martti Venäläinen
20,
Mats Westin
21,
Andrew H. H. Wong
22 and
Ed Suttie
23
add Show full author list remove Hide full author list
1
Wood Biology and Wood Products, University of Goettingen, 37077 Goettingen, Germany
2
Norwegian Institute of Bioeconomy Research (NIBIO), Division of Forests and Forest Resources, Wood Technology, 1431 Ås, Norway
3
Department of Wood Science and Technology, Biotechnical Faculty, University of Ljubljana, 1000 Ljubljana, Slovenia
4
CATAS, 33048 San Giovanni al Natisone, Italy
5
LJ Cookson Consulting, Warrandyte, VIC 3113, Australia
6
Norwegian Institute of Wood Technology (NTI), 0314 Oslo, Norway
7
VTT Technical Research Centre of Finland, 02044 Espoo, Finland
8
Department of Agriculture and Fisheries, Forestry Science, Ecosciences Precinct, Brisbane, QLD 4102, Australia
9
Latvian State Institute of Wood Chemistry, 1006 Riga, Latvia
10
Institut für Holztechnologie Dresden (IHD), 01217 Dresden, Germany
11
Danish Technological Institute (DTI), 2630 Taastrup, Denmark
12
Thuenen Institute of Wood Research, 21031 Hamburg, Germany
13
Heinz-Piest-Institute of Craftsmen Techniques, 30167 Hannover, Germany
14
National Centre for Timber Durability and Design Life (USC), University of the Sunshine Coast, Brisbane, QLD 4102, Australia
15
CNR IBE, Italian National Research Council, Institute of Bioeconomy, 50019 Sesto Fiorentino, Italy
16
Department of Wood Science and Engineering, Oregon State University, Corvallis, OR 97331, USA
17
Faculty of Wood Sciences and Technology, Technical University in Zvolen, 960 01 Zvolen, Slovakia
18
SCION, Rotorua 3010, New Zealand
19
FP Innovations, Vancouver, BC V6T 1Z4, Canada
20
Natural Resources Institute Finland (LUKE), 57200 Savonlinna, Finland
21
Research Institute of Sweden (RISE), 50462 Borås, Sweden
22
Faculty of Resource Science & Technology, Universiti Malaysia Sarawak (UNIMAS), Kota Samarahan 94300, Sarawak, Malaysia
23
Building Research Establishment, Garston, Watford WD25 9XX, UK
*
Author to whom correspondence should be addressed.
Submission received: 29 March 2021 / Accepted: 27 April 2021 / Published: 8 May 2021
(This article belongs to the Special Issue Modeling the Performance of Wood and Wood Products)

Abstract

:
Durability-based designs with timber require reliable information about the wood properties and how they affect its performance under variable exposure conditions. This study aimed at utilizing a material resistance model (Part 2 of this publication) based on a dose–response approach for predicting the relative decay rates in above-ground situations. Laboratory and field test data were, for the first time, surveyed globally and used to determine material-specific resistance dose values, which were correlated to decay rates. In addition, laboratory indicators were used to adapt the material resistance model to in-ground exposure. The relationship between decay rates in- and above-ground, the predictive power of laboratory indicators to predict such decay rates, and a method for implementing both in a service life prediction tool, were established based on 195 hardwoods, 29 softwoods, 19 modified timbers, and 41 preservative-treated timbers.

1. Introduction

Performance-based building and durability-based design with timber requires detailed information about the material properties and the environmental conditions it will be exposed to. For outdoor applications, durability against wood-deteriorating organisms of wood plays an important role, whether the material is untreated or treated with the aim of improving its durability. The relationship between exposure and the resistance of a building material is the base for structural engineering, wherein acceptance for a chosen design and material is expressed as (Equation (1)):
Exposure ≤ Resistance
Exposure of wood can be characterized through the climatic variables at a specific location, the structural design, and how these affect the parameters that are crucial for the growth and decay activity of wood-degrading organisms such as insects and fungi. Several research projects in Australia [1] and Europe [2,3,4] focused on developing models and guidelines for service life prediction and performance-based design with timber in outdoor use.
The exposure can be expressed as an exposure dose (DEd) determined by daily averages of wood temperature and wood moisture content (MC). With the help of numerical and empirical models, macro climate data and information about design details can be used to quantify the exposure dose in specific detail [5]. The accuracy of the models and their predictive powers vary [6], not least because the moisture-induced dose component always interacts with the permeability to water and the wetting ability of wood [7]. The material-inherent resistance of wood against different decay organisms can be defined as a resistance dose (DRd). The dose is expressed in days (d) with optimum moisture and temperature conditions for fungal decay. According to [8], the above-mentioned design principle can be read as expressed in Equation (2):
D E d D R d [ d ]
where:
  • DEd is the exposure dose (d);
  • DRd is the material resistance dose (d);
In Part 1 and 2 of this publication [9,10], we focus on the counterpart of the exposure dose, which is the resistance, expressed as resistance dose, DRd. The latter is considered to be the product of a critical dose, Dcrit, and two factors considering the wetting ability of wood (kwa) and its inherent durability (kinh). The approach to do this is given by the following Equation (3), according to Ref. [3]:
D R d = D c r i t · k w a · k i n h   [ d ]
where:
  • DRd is the material resistance dose (d);
  • Dcrit is the critical dose (d) corresponding to decay rating 1 (EN 252 [11]);
  • kwa is a factor accounting for the wetting ability of the material (-) relative to a reference wood species;
  • kinh is a factor accounting for the inherent protective properties of the material against decay (-) relative to a reference wood species.
In previous approaches, Norway spruce (Picea abies) was defined as the reference material, which was also used to define a reference design situation, i.e., a planed horizontal board without contact faces or any other water-trapping items, which is exposed in the Swedish city of Uppsala [3]. All parameters that deviated from this reference situation were then considered by calculating a site-specific exposure dose and several modifying factors accounting for shelter, water traps, driving wind loads, etc. Similarly, the two factors kinh and kwa solely refer to the respective properties of Norway spruce [2,3,4], which limit the range of useful datasets to those including Norway spruce as one of the species being tested. In particular, in standard tests (e.g., EN 113-2 [12], AWPA E7 [13]) reference species are the sapwood of different pine species (softwoods) or beech (hardwoods). In Part 1 of this publication [9], we performed comparative durability and moisture performance tests with Norway spruce, Scots pine sapwood (Pinus sylvestris), and European beech (Fagus sylvatica), and determined factors between the three species for the resistance against different rot types and for different kinds of moisture uptake and release. The latter allows us to utilize further data for: (1) improving and validating existing material resistance models (Part 2 of this publication [10]), and (2) generating a material resistance database for different wood species and treated timbers. Data can be gathered from current and still-ongoing, as well as historic, durability tests.
The aim of this study was therefore to survey wood durability test data, utilize them for implementation in a material resistance model, and generate a database for service life prediction. Alternatively to the above-described approach, the material resistance dose (DRd) can also be obtained directly from field tests with a sufficient exposure time. Again, besides Norway spruce, other reference species, such as pine sapwood (Pinus spp.), can be used to calculate relative DRd values. The accessible data from above-ground field tests are sparse [14], but their overall value is high, since under field exposure conditions the complexity of climate-induced variables and material resistance is entirely captured. Finally, worldwide, a significant volume of timber is used in contact with soil, where other decay organisms dominate compared to above-ground situations. Therefore, we also aimed to quantify the exposure-specific material resistance dose for wood in-ground contact.

2. Materials and Methods

2.1. Data Capturing

Data on material resistance based upon laboratory and field wood durability tests and different wetting ability tests were gathered from scientific publications, research reports, and technical guidelines. In addition, raw data in terms of mass loss, decay ratings or moisture-related characteristics were provided by numerous researchers. Information about the materials included in this study, and the respective sources of data used to calculate the modifying factors kwa and kinh and the decay rates, vrel., are summarized in Table 1, Table 2, Table 3 and Table 4. The maximum threshold (Thr) for both factors was set to 18.0, due to the best model fit obtained in Part 2 of this publication [10].
Meyer-Veltrup et al. [7] determined the modifying factors kinh and kwa on the basis of different laboratory durability test methods against brown, white and soft rot causing fungi, and different moisture performance tests accounting for liquid water uptake during submersion, water vapor uptake at high relative humidity (RH), desorption tests at low RH (approx. 0 %), and the capillary water uptake (CWU) of end-grain surfaces. The test protocols are described in detail in Part 1 of this publication [9]. In each case the reference wood species was Norway spruce (Picea abies). This survey enlarged the pool of data sets and also included results where European beech (Fagus sylvatica), the sapwood of different pine species (e.g., P. elliottii, P. ponderosa, P. radiata), and white spruce (Picea engelmannii) were used as reference species. Factors accounting for the relationship between the material resistance and its respective components for the different reference species were applied as described in Part 1 of this publication [9]. In addition to standard basidiomycete tests with brown and white rot fungi (e.g., EN 113-2 [12]) and soil contact soft rot tests under laboratory (e.g., ENV 807 [15]) and field conditions (e.g., EN 252 [11]), results from basidiomycete mini-block tests [16] were considered. Results from submersion and floating tests according to CEN/TS 16818 [17] and Welzbacher and Rapp [18] were considered for calculating kwa factors, in addition to the tests described in Part 1 of this publication [9].
Furthermore, results from above-ground tests performed at different locations worldwide were obtained in horizontal lap-joint tests [19], sandwich tests [20], decking tests [21,22], deck tests [23,24], close-to-ground mini-stake tests [25], cross-brace tests [26], panel tests [27], flat panel tests [28], multiple layer tests [14], block tests [25,29], vertically hanging stakes [30], painted and unpainted L-joint tests [14], horizontal double layer tests [30], and modified horizontal double layer tests [31].

2.2. Data Assessment

Decay rating of specimens in- and above-ground was performed regularly (usually once per year) with the help of a pick test. The depth and distribution of decay were determined and rated using the five-step scheme according to EN 252 [11] as follows: 0 = Sound; 1 = Slight attack; 2 = Moderate attack; 3 = Severe attack; 4 = Failure. Some studies used the American and/or Australian rating system (10 to 0), which were transformed to the EN 252 scale as suggested by Stirling et al. [32].
Relative decay rates, vrel., were determined for in-ground and above-ground exposure. Therefore, decay rates, v, i.e., the decay rating per exposure time, were calculated for each specimen and averaged. The mean decay rate, vmean, for a material under test was next compared with that of a reference species, and vrel. was provided relative to Norway spruce. Conversion factors [9] were used when employing other reference species than Norway spruce. A more detailed description of the process for determining decay rates can be found in Part 2 of this publication [10]. The general procedure for determining and modelling decay rates for in-ground and above-ground exposure conditions is illustrated in Figure 1.
The modifying factors kinh and kwa were determined separately for each material and test applied. In Part 2 of this publication, the original resistance model [7] was assessed, and different calculation methods for both modifying factors were evaluated, with the aim of improving the overall fit of the model. Accordingly, kwa is the arithmetic mean of factors accounting for: (1) liquid water uptake (LWU), (2) vapor uptake (VU), (3) water release (WR), and (4) capillary water uptake (CWU). Factors accounting for the inherent protective properties of wood were calculated separately based on soil contact tests (kinh,soil) and tests without soil contact (kinh,non-soil). The latter is the mean of factors derived from laboratory tests with brown and white rot fungi, both decay types being weighted equally. For modelling the material resistance above-ground, kinh is calculated as follows (Equation (4)):
k i n h = i = 1 n k i n h ,   s o i l ,   i n   +   j = 1 n k i n h ,   n o n s o i l ,   j n 2
where:
  • kinh is the factor accounting for the inherent protective properties of the material against decay (-);
  • kinh,soil, i is the factor accounting for the inherent protective properties of the material against decay in tests with soil contact (-);
  • kinh,non-soil, j is the factor accounting for the inherent protective properties of the material against decay in tests without soil contact (-);
  • n is the number of tests.
For modelling the material resistance in the ground, kinh,soil was used. Laboratory and field tests were used to determine kinh,soil, and where available the mean of both was calculated. Since the kinh obtained from in-ground field tests is the inverse of the decay rate in soil contact, it cannot be used to predict the latter. Hence, we distinguished kinh,soil,lab based on soil bed and other laboratory soft rot tests, and kinh,soil,field, i.e., the inverse vrel.,soil. Consequently, the material resistance dose in soil contact, DRd,soil, was calculated as follows (Equation (5)):
D R d , s o i l = D c r i t · k i n h , s o i l , l a b   [ d ]
where:
  • DRd,soil is the material resistance dose in soil contact (d);
  • Dcrit is the critical dose corresponding to decay rating 1 (EN 252 [11]) (d);
  • kinh,soil,lab is a factor accounting for the inherent protective properties of the material against decay in soil contact (-) relative to a reference wood species and determined in laboratory test.
Table 1. Parameters for predicting the material resistance of untreated hardwoods in- and above-ground. kinh = factor accounting for protective inherent properties based on white rot, brown rot, and soil contact tests; kinh,soil,lab = factor accounting for protective inherent properties based on laboratory test with soil contact and soft rot fungi; kwa = factor accounting for moisture performance (wetting ability); DRd,rel. = relative resistance dose; vrel. = relative decay rate; sw = sapwood. Calculated vrel. in italics.
Table 1. Parameters for predicting the material resistance of untreated hardwoods in- and above-ground. kinh = factor accounting for protective inherent properties based on white rot, brown rot, and soil contact tests; kinh,soil,lab = factor accounting for protective inherent properties based on laboratory test with soil contact and soft rot fungi; kwa = factor accounting for moisture performance (wetting ability); DRd,rel. = relative resistance dose; vrel. = relative decay rate; sw = sapwood. Calculated vrel. in italics.
Wood SpeciesCommon NameAbove-GroundIn-GroundReferences
kinhkwaDRd,rel.vrel.kinh,soil,labDRd,rel.vrel.
Acacia mangiumBlack wattle---0.14--- [23]
Acer platanoides/A. pseudoplatanusNorway maple/Sycamore1.381.011.390.90-1.020.98 [7,33,34,35,36,37]
Acer saccharumSugar maple---1.14--- [26]
Afzelia bipindensisDoussié11.72---6.546.540.15 [38]
Alnus glutinosaBlack alder0.891.060.941.350.330.720.90 [7,35,37,39,40]
Alnus rubraRed alder sw---1.33--- [26]
Anacardium excelsumEspavé---1.32-0.971.03 [27]
Andira inermisCocú---0.25-0.971.03 [27]
Aspidosperma megalocarponCarreto---0.25-2.910.34 [27]
Astronium graveolensZorro---0.25-5.110.20 [27]
Avicennia marinaMangle salado---1.32-0.971.03 [27]
Backhousia bancroftiiJohnstone River hardwood---0.25--- [14]
Bagassa guianensisTatajuba---0.10--- [41]
Betula alleghaniensisYellow birch---1.07--- [26]
Betula pendula/B. pubescensSilver birch/Downy birch0.930.900.840.95-0.881.13 [7,35,39,40]
Bombacopsis quinataCedro espino---0.25-5.110.20 [27]
Bombacopsis sessilisCeibo---1.32-0.971.03 [27]
Brosium sp.Berba---1.32-0.971.03 [27]
Brosimum utileSande1.30---1.271.270.79 [38]
Bursera simarubaAlmaácigo---1.32-0.971.03 [27]
Byrsonima crassifoliaNance---0.44-2.910.34 [27]
Caldcluvia australiensisRose alder---0.50--- [14]
Calophyllum brasilienseMaría8.78--0.25-2.910.34 [27]
Calophyllum candidissiumLemonwood---0.44-2.910.34 [27]
Carapa slateriCedro macho---0.25-2.910.34 [27]
Carapa sp.Cedro vino---0.25-2.910.34 [27]
Cardwellia sublimisNorthern silky oak---0.52--- [14]
Cariniana pyriformisChibugá, albaros---0.25-2.910.34 [27]
Caryocar costaricenseHenené---0.13-6.810.15 [27]
Caryocar sp.Ajo---0.25-2.910.34 [27]
Cassia moschataBronze shower---0.19-5.110.20 [27]
Castanea sativaSweet chestnut7.361.279.310.003.032.380.57 [35,39,40,42,43,44]
Cedrela odorataCedro amargo6.00--0.44-2.910.34 [27]
Cedrela sp.Cedro granadino---0.44-0.971.03 [27]
Cedrelinga cateniformisCedrorana---0.40--- [41]
Centrolobium orinocenseAmarillo de Guayaquil---0.19-5.110.20 [27]
Chlorophora tinctoriaMora---0.13-2.910.34 [27]
Chrysophyllum cainitoStar apple---0.44-0.971.03 [27]
Colubrina glandulosaCarbonero de amunición---0.13-6.810.15 [27]
Concarpus erectusZaragosa---0.19-5.110.20 [27]
Copaifera aromaticaCabimo---0.19-5.110.20 [27]
Cordia alliodoraLaurel negro---0.44-2.910.34 [27]
Cordia elaeagnoidesBocote-----16.830.06 [27]
Cornus discifloraMata hombro---1.32-0.971.03 [27]
Corylus avellanaCommon hazel-----0.452.23 [-] 1
Corymbia citriodoraLemon-scented gum---0.14--- [14,23,28]
Corymbia maculataSpotted gum4.40--0.26-2.710.37 [28,45,46]
Coumarouna oleiferaAlmendro---0.25-5.110.20 [27]
Croton panamensisSangre---3.30-0.392.58 [27]
Dacryodes copularisAnime2.12---2.692.690.37 [38]
Dacryodes copularisAnime sw3.25---1.921.920.52 [38]
Dalbergia granadilloDalbergia-----18.000.06 [47]
Dalbergia retusaCocobolo---0.06-10.040.10 [27]
Diabyanthera gordonaefoliaCuangare1.20---0.740.740.36 [38]
Dialium guianenseTamarindo---0.44-0.971.03 [27]
Dialyanthera otobaMiguelario---1.32-0.971.03 [27]
Dicorynia guianensisBasralocus10.511.2713.390.19-5.110.20 [27,35,37,48,49]
Diphysa robinioidesMacano---0.13-6.810.15 [27]
Dipterocarpus spp.Keruing7.54--0.19-11.180.09 [23,50,51]
Distemonanthus benthamianusMovingui9.81---10.8410.840.09 [35,38]
Dryobalanops spp.Kapur9.18--0.14-4.960.20 [14,51,52]
Entandrophragma cylindricumSapelli---0.56--- [41]
Enterolobium cyclocarpumMonkey-ear tree---0.25-3.140.32 [27]
Erythrina glaucaGallito---3.30-0.392.58 [27]
Eschweilera sp.Guayabo macho---0.25-5.110.20 [27]
Eucalyptus astringensBrown mallet---0.28--- [28]
Eucalyptus camaldulensisRiver red gum---0.03--- [28]
Eucalyptus cladocalyxSugar gum---0.13--- [28]
Eucalyptus degluptaKamamere---0.48--- [14]
Eucalyptus delegatensisAlpine ash---0.49--- [14]
Eucalyptus drepanophyllaIronbark---0.16--- [14]
Eucalyptus grandisRose gum---0.18--- [14]
Eucalyptus leucoxylonYellow gum---0.19--- [28]
Eucalyptus obliquaMessmate---0.37--- [14,28]
Eucalyptus occidentalisSwamp yate---0.32--- [28]
Eucalyptus pilularisBlack butt---0.16--- [14]
Eucalyptus regnansMountain ash---0.65-0.392.56 [14,28]
Eucalyptus resiniferaRed mahogany---0.11--- [14]
Eucalyptus salignaSydney blue gum---0.19--- [14]
Eucalyptus sideroxylon/E. tricarpaRed ironbark---0.15--- [28]
Fagus sylvaticaEuropean beech0.791.150.911.170.400.611.43 [7,14,22,34,35,36,37,38,39,40,41,44,49,53,54,55,56,57,58,59]
Flindersia brayleyanaQueensland maple---0.51--- [14]
Fraxinus excelsiorEuropean ash2.501.002.500.390.441.300.71 [7,22,35,39,40]
Genipa americanaJagua---1.32-0.971.03 [27]
Gleditsia triacanthosHoney locust5.711.649.350.11-1.960.51 [-] 1
Gliricida sepiumBala---0.13-6.810.15 [27]
Guajacum officinalePockwood---0.06-10.220.10 [27]
Guarea longipetiolaChuchupate---0.44-2.910.34 [27]
Guarea guaraGuaragao---0.19-6.810.15 [27]
Heritiera utilisNiangon----2.442.440.41 [38]
Hieronima alchorneoidesPantano---0.44-0.971.03 [27]
Hippomane mancinellaManzanillo---3.30-0.392.58 [27]
Humiriastrume procerumChanul5.36---3.023.020.33 [38]
Hura crepitansNuno---3.30-0.392.58 [27]
Hura polyandraPossum wood-----3.060.33 [47]
Hyeronima alchorneoidesZapatero7.16---1.941.940.52 [-] 1
Hymenaea courbarilAlgarrobo---0.25-5.110.20 [27]
Icuria dunensisNcurri4.77---3.963.960.25 [60]
Intsia bijugaMerbau14.692.1331.330.25-16.330.06 [7,35,46,61]
Koompassia malaccensisMenggris8.70--0.3212.0612.060.08 [23,50,51]
Lafoënsia punicifoliaAmarillo negro---0.25-2.910.34 [27]
Laguncularia racemosaMangle blanco---0.25-0.971.03 [27]
Lecythis amplaCoco---0.19-6.810.15 [27]
Lecythis spp.Coco---0.25-2.910.34 [27]
Licania arboreaRaspa---1.32-0.971.03 [27]
Licania pittieriJigua negra---0.44-2.910.34 [27]
Liquidambar styracifluaSweetgum sw---1.78--- [26]
Lonchocarpus sp.Iguanillo---0.33-2.910.34 [27]
Lophira alataBongossi12.231.4117.230.19-10.520.20 [27,35,37,38,48,49,62,63]
Lophostemon confertusBrush box---0.26--- [14]
Luehea seemanniiGuácimo---1.32-0.971.03 [27]
Magnolia sororumVaco---0.25-2.910.34 [27]
Manilkara bidentataMassaranduba12.41--0.19-6.810.15 [27]
Manilkara chicleNíspero zapote---0.19-2.910.34 [27]
Manilkara sp.Rasca---0.44-2.910.34 [27]
Micropholis spp.Curupixa3.07---1.111.110.90 [38]
Milicia excelsaIroko12.07---18.0011.810.18 [38,52]
Millettia laurentiiWenge13.86---13.9213.920.07 [38]
Minquartia guianensisManwood---0.13-6.810.15 [27]
Mora excelsaBlack Mora4.89----2.350.46 [52]
Mora oleiferaAlcornoque---0.44-2.910.34 [27]
Myroxylon balsamumBálsamo---0.19-5.110.20 [27]
Nectandra spp.Jigua baboso3.51---1.281.280.78 [38]
Nectandra spp.Jigua baboso sw2.23---0.930.931.08 [38]
Nectandra whiteiBambito---0.25-2.910.34 [27]
Neolamarckia cadambaKelampayan---1.46--- [23]
Neorites kevedianusFishtail silky oak---0.18--- [14]
Ocotea spp.Aguacatillo10.00---11.9311.930.08 [38]
Ocotea spp.Aguacatillo sw9.42---11.6711.670.09 [38]
Ocotea dendrodaphneEnsiva---0.19-6.810.15 [27]
Ocotea rodieiGreenheart---0.06-10.220.10 [27]
Paramachaerium gruberiSangrillo negro---0.25-5.110.20 [27]
Parashorea tomentellaWhite Lauan----0.932.140.47 [52]
Paulownia spp.Kiri4.920.984.820.21-0.511.95 [37], [-] 1
Pelliciera rhizophoraePalo de sal---1.32-0.971.03 [27]
Peltogyne spp.Amaranth11.171.8220.330.25-5.110.20 [27,33,37]
Peniaclethra macrolobaGavilán---0.25-2.910.34 [27]
Pericopsis angolensisMuanga12.54---7.077.070.14 [60]
Persea rigensAmarillo10.96---11.5011.500.09 [38]
Persea rigens swAmarillo sw8.47---5.455.450.18 [38]
Phoebe johonstoniiAguacatillo---1.32-0.392.58 [27]
Pithecellobium mangenseUña de gato---0.13-10.220.10 [27]
Pithecellobium samanRain tree---0.44-2.910.34 [27]
Platymiscum pinnatumQuirá---0.19-6.810.15 [27]
Populus balsamiferaBalsam poplar sw---1.00--- [26]
Populus nigra/Populus spp.Poplar0.851.040.881.140.560.761.04 [35,37,38,49,52,58]
Populus tremulaAspen1.030.950.971.040.250.940.62 [7,14,34,36,39,40]
Pouteria campechianaMamecillo---0.44-2.910.34 [27]
Pouteria chiricanaNispero de monte---0.44-0.971.03 [27]
Prioria copaiferaCativo---3.30-0.392.58 [27]
Prunus aviumCherry-0.81-0.70--- [7]
Prunus serotinaBlack cherry2.730.842.280.441.691.690.59 [64]
Pseudolachnostylis maprounaefoliaNtholo13.50---9.009.000.11 [60]
Quercus robur/Q. petraeaEuropean oak7.051.419.920.471.942.770.38 [7,14,18,21,22,27,30,33,35,37,38,39,40,49,50,52,53,55,57,59,62,63,65]
Rhizophora brevistylaMangle rojo (Pacific)---0.44-2.910.34 [27]
Rhizophora mangleMangle rojo (Atlantic)---0.44-0.971.03 [27]
Robinia pseudoacaciaBlack locust7.471.9314.390.241.382.670.19 [7,30,35,37,39,40,49,59,62,63,66]
Salix capreaGoat willow1.360.991.350.50-1.460.69 [7], [-] 1
Shorea spp.Meranti7.30---12.357.380.42 [38,52]
Shorea spp.Light Red Meranti---0.46--- [14,23,41]
Shorea spp.Dark Red Meranti---0.51--- [41]
Shorea spp.Red balau---0.12--- [14]
Shorea macrophyllaEngkabang jantong---1.63--- [23]
Sorbus aucupariaRowan1.360.861.170.561.121.460.56 [7,64]
Sterculia apetalaPanamá---3.30-0.392.58 [27]
Sterculia appendiculataMetil2.33---0.820.821.22 [60]
Swaetzia panamensisCutarro---0.19-5.110.20 [27]
Swaetzia simplexCutarro---0.19-0.971.03 [27]
Sweetia panamensisMalvecino---0.25-2.910.34 [27]
Swietenia humillisMexican mahogany---0.19-11.220.09 [27]
Swietenia macrophyllaMahogany---0.44-5.110.20 [27]
Symphonia globustiferaSambogum9.49----0.971.03 [27]
Syzygium wesasWhite Eungella satinash---0.17--- [14]
Tabebuia chrysanthaGuayacán negro---0.19-5.110.20 [27]
Tabebuia donnell-smithiiGold tree-----2.800.36 [47]
Tabebuia guayacanGuayacán---0.13-6.810.15 [27]
Tabebuia pentaphyllaRoble de sabana---0.44-0.971.03 [27]
Tabebuia roseaRosy trumpet tree-----2.240.54 [47]
Talauma dixoniiCucharillo4.61---2.062.060.49 [38]
Talauma dixoniiCucharillo sw3.05---0.710.711.41 [38]
Tectona grandisTeak12.651.6821.250.161.407.830.10 [7,27,35,37,39,40,49,67]
Tectona grandisTeak sw5.42---1.031.030.97 [-] 1
Terminalia amazoniaAmarillo---0.25-2.910.34 [27]
Terminalia catappaAlmond---0.44-0.971.03 [27]
Terminalia myriocarpaDalienze---0.44-0.971.03 [27]
Ternstroemia seemanniiManglillo---0.44-0.971.03 [27]
Tetragastris panamensisAnime---0.25-2.910.34 [27]
Tetrathylacium johanseniiMacho---1.32-0.392.58 [27]
Tilia americanaBasswood---2.00--- [26]
Tilia americana swBasswood sw---1.60---
Tilia cordataLime1.180.891.050.86-1.390.72 [7]
Trattinickia asperaCaraño---1.32-0.971.03 [27]
Trichilia tuberculataAlfaje---0.44-0.971.03 [27]
Ulmus glabraWych elm2.940.962.830.39-1.660.60 [7,52]
Vatairea sp.Amargo-amargo---0.25-2.910.34 [27]
Virola spp.Chalviande----0.710.711.41 [38]
Virola koschnyiBogamani---1.32-0.971.03 [27]
Virola serbiferaMancha---1.32-0.392.58 [27]
Vitex floridulaCuajado---0.44-0.971.03 [27]
Vochysia ferrugineaMayo---0.44-1.940.52 [27]
Vouacapoua americanaAcapú---0.06-10.220.10 [27]
Zanthoxylum belizenseAcabú---0.44-0.971.03 [27]
1 unpublished data by the authors.
Table 2. Parameters for predicting the material resistance of untreated softwoods in- and above-ground. kinh = factor accounting for protective inherent properties based on white rot, brown rot, and soil contact tests; kinh,soil,lab = factor accounting for protective inherent properties based on laboratory test with soil contact and soft rot fungi; kwa = factor accounting for moisture performance (wetting ability); DRd,rel. = relative resistance dose; vrel. = relative decay rate; sw = sapwood. Calculated vrel. in italics.
Table 2. Parameters for predicting the material resistance of untreated softwoods in- and above-ground. kinh = factor accounting for protective inherent properties based on white rot, brown rot, and soil contact tests; kinh,soil,lab = factor accounting for protective inherent properties based on laboratory test with soil contact and soft rot fungi; kwa = factor accounting for moisture performance (wetting ability); DRd,rel. = relative resistance dose; vrel. = relative decay rate; sw = sapwood. Calculated vrel. in italics.
Wood SpeciesCommon NameAbove-GroundIn-GroundReferences
kinhkwaDRd,rel.vrel.kinh,soil,labDRd,rel.vrel.
Abies albaSilver fir1.260.911.141.141.211.240.84 [7,30]
Abies balsameaBalsam fir-----1.230.81 [52]
Araucaria cunninghammiiHoop pine--1.18---- [14]
Callitris endlichreiBlack cypress--0.39--2.140.47 [14]
Callitris endlichreiBlack cypress sw--0.96--1.740.57 [14]
Callitris glaucophyllaWhite cypress--0.32--3.980.25 [14,27]
Callitris glaucophyllaWhite cypress sw--1.18--1.450.69 [14]
Chamaecyparis lawsonianaPort Orford cedar3.99---1.541.540.65 [-] 1
Chamaecyparis lawsonianaPort Orford cedar sw1.68---1.301.300.77 [-] 1
Chamaecyparis nootkatensisYellow cypress--0.45--2.970.34 [68]
Cupressus x leylandiiLeyland cypress-----2.870.35 [52,69]
Juniperus communisJuniper10.301.1712.100.3218.007.530.13 [7,64]
Larix deciduaEuropean larch3.721.515.620.341.162.300.29 [7,22,23,30,35,39,40,41,49,52,54,58,59]
Larix deciduaEuropean larch sw---0.93--- [7]
Larix laricinaTamarack---0.57-1.760.57 [68]
Larix occidentalisWestern larch---0.69-2.270.44 [68]
Larix sibiricaSiberian larch3.650.963.490.45-4.860.21 [7,14,21,35,53,54,70,71]
Metasequoia glyptostroboidesDawn redwood3.90---2.162.160.46 [-] 1
Metasequoia glyptostroboidesDawn redwood sw1.64---0.990.991.01 [-] 1
Picea sitchensisSitka spruce1.301.792.320.86-1.140.88 [7]
Pinus spp.Southern pine sw3.750.792.970.760.780.871.00 [7,26,34,36]
Pinus carribaeaCarribean pine---0.82-2.910.34 [14,27]
Pinus contortaLodgepole pine sw---1.78--- [72]
Pinus elliottiiSlash pine---1.13--- [14,23]
Pinus elliottiiSlash pine sw---1.28--- [14,23]
Pinus pineaStone pine sw-0.94-0.62--- [43,73]
Pinus radiataRadiata pine sw1.290.921.190.981.341.161.12 [7,35,37]
Pinus resinosaRed pine sw---1.60--- [26]
Pinus sylvestrisScots pine3.391.133.830.471.311.860.53 [7,14,21,22,23,30,31,35,41,49,52,53,54,55,59,71,74,75]
Pinus sylvestrisScots pine sw1.051.001.040.831.101.070.95 [7,18,22,23,30,31,34,35,36,37,41,49,53,54,55,58,59,76]
Podocarpus spp.Podocarpus1.21-----0.83 [52]
Pseudotsuga menziesiiDouglas fir4.861.668.060.554.273.340.37 [7,14,23,27,30,35,37,38,41,43,49,54,55,68,75,77,78]
Pseudotsuga menziesiiDouglas fir sw2.291.042.390.831.071.430.62 [7,26,43,54]
Taxus baccataYew15.691.0316.190.0618.0015.460.08 [39,40,64], [-] 1
Thuja occidentalisEastern white cedar---0.59-2.560.39 [68,78,79]
Thuja plicataWestern red cedar (N.-America)8.410.907.560.42-2.630.38 [7,14,23,33,35,49,68,78]
Thuja plicataWestern red cedar sw (N.-America)---1.45--- [7,52]
Thuja plicataWestern red cedar (Europe)8.330.867.150.35-2.110.47 [26]
Tsuga heterophyllaWestern hemlock---0.94-1.150.87 [23,52]
Tsuga heterophyllaWestern hemlock sw---1.23--- [26]
1 unpublished data by the authors.
Table 3. Parameters for predicting the material resistance of modified timbers in- and above-ground. kinh = factor accounting for protective inherent properties based on white rot, brown rot, and soil contact tests; kinh,soil,lab = factor accounting for protective inherent properties based on laboratory test with soil contact and soft rot fungi; kwa = factor accounting for moisture performance (wetting ability); DRd,rel. = relative resistance dose; vrel. = relative decay rate; sw = sapwood; TM= thermal modification; OHT = oil-heat treatment; AC = acetylation; FA = furfurylation; DMDHEU = treatment with 1.3-dimethylol-4.5-dihydroxyethyleneurea; WPG = weight percent gain. Calculated vrel. in italics.
Table 3. Parameters for predicting the material resistance of modified timbers in- and above-ground. kinh = factor accounting for protective inherent properties based on white rot, brown rot, and soil contact tests; kinh,soil,lab = factor accounting for protective inherent properties based on laboratory test with soil contact and soft rot fungi; kwa = factor accounting for moisture performance (wetting ability); DRd,rel. = relative resistance dose; vrel. = relative decay rate; sw = sapwood; TM= thermal modification; OHT = oil-heat treatment; AC = acetylation; FA = furfurylation; DMDHEU = treatment with 1.3-dimethylol-4.5-dihydroxyethyleneurea; WPG = weight percent gain. Calculated vrel. in italics.
Wood Species and TreatmentAbove-GroundIn-GroundReferences
kinhkwaDRd,rel.vrel.kinh,soil,labDRd,rel.vrel.
Fagus sylvatica—TM6.642.0813.810.02-4.680.21 [22,58,80]
Larix decidua—TM-3.44-0.02--- [22,58]
Picea abies—TM4.904.2320.720.344.382.980.39 [22,31,34,53,58,66,75,81]
Pinus maritima—TM4.48--0.615.734.630.62 [75]
Pinus sylvestris—TM7.301.7112.470.5311.195.360.47 [7,18,21,31,36,37,53,66,75,81,82]
Castanea sativa—OHT-----1.700.59 [43]
Fraxinus excelsior—OHT12.821.7722.720.0714.0011.790.19 [7]
P. abies—OHT13.831.3718.950.1613.499.660.17 [7,30]
P. sylvestris—OHT6.69--0.115.364.190.54 [18,75]
Pseudotsuga menziesii—OHT-----1.920.52 [43]
Pinus ssp. sw (Southern pine)—AC17.891.3123.480.0418.0017.780.04 [7]
P. sylvestris/P. radiata sw—AC17.611.8232.050.0718.0017.230.07 [7,21,37,53,66,82,83]
Acer platanoides—FA8.141.5312.460.052.333.860.12 [7,34,84]
Pinus spp. sw (Southern pine—FA9.151.4513.300.126.016.540.14 [7,34]
P. sylvestris sw—FA12.771.9625.060.276.917.530.11 [7,21,25]
F. sylvatica—DMDHEU, 20% WPG---0.47-1.590.63 [29]
F. sylvatica—DMDHEU, 30% WPG---0.12-2.650.38 [29]
P. sylvestris—DMDHEU, 20% WPG9.951.1611.520.4510.727.340.19 [7,24,29,37,82]
P. sylvestris—DMDHEU, 30% WPG10.69--0.18-6.660.15 [29]
1 unpublished data by the authors.
Table 4. Parameters for predicting the material resistance of preservative-treated timbers in- and above-ground. kinh = factor accounting for protective inherent properties based on white rot, brown rot, and soil contact tests; kinh,soil,lab = factor accounting for protective inherent properties based on laboratory test with soil contact and soft rot fungi; kwa = factor accounting for moisture performance (wetting ability); DRd,rel. = relative resistance dose; vrel. = relative decay rate; sw = sapwood; CCA = chromated copper arsenate; CCB = chromated copper borate; Cu = copper; EA = ethanolamine; OA = octanoic acid; Quat = quaternary ammonium compounds. Calculated vrel. in italics.
Table 4. Parameters for predicting the material resistance of preservative-treated timbers in- and above-ground. kinh = factor accounting for protective inherent properties based on white rot, brown rot, and soil contact tests; kinh,soil,lab = factor accounting for protective inherent properties based on laboratory test with soil contact and soft rot fungi; kwa = factor accounting for moisture performance (wetting ability); DRd,rel. = relative resistance dose; vrel. = relative decay rate; sw = sapwood; CCA = chromated copper arsenate; CCB = chromated copper borate; Cu = copper; EA = ethanolamine; OA = octanoic acid; Quat = quaternary ammonium compounds. Calculated vrel. in italics.
Wood Species and TreatmentAbove-GroundIn-GroundReferences
kinhkwaDRd,rel.vrel.kinh,soil,labDRd,rel.vrel.
Pinus sylvestris, CCA, 2 kg/m311.561.3115.170.107.165.120.18 [7,66,71]
P. sylvestris, CCA, 4 kg/m312.891.2115.610.136.427.790.12 [7,25,34,36,53,82]
P. sylvestris, CCA, 9 kg/m312.850.9412.020.069.5611.870.08 [25,31,34,36,53,66]
Pinus radiata, CCA, 5 kg/m310.68----4.250.24 [46], [-] 1
P. radiata, CCA, 10 kg/m3-----8.220.12 [-] 1
P. radiata, CCA, 13.5 kg/m3-----8.650.12 [-] 1
Picea abies, Cu (II) sulph. low5.190.934.810.691.821.820.55 [24]
P. abies, Cu (II) sulph. high6.160.955.830.632.662.660.38
P. abies, CuEA low5.201.005.210.612.372.370.42
P. abies, CuEA high4.790.974.660.652.002.000.50
P. abies, CuEAOA low4.681.024.780.111.721.720.58
P. abies, CuEAOA high4.361.114.850.571.981.980.51
P. abies, CuEAOAQuat low6.680.926.140.211.451.450.69
P. abies, CuEAOAQuat high6.970.976.790.011.841.840.54
P. abies, BorEAOAQuat low6.001.066.340.860.850.851.18
P. abies, BorEAOAQuat high5.771.8010.370.610.880.881.14
P. abies, Cu 0.25 %, dip. 8-h7.600.836.290.581.471.470.68 [85]
P. abies, Cu 0.25 %, dip. 24-h8.780.857.440.461.711.710.59
P. abies, Cu 0.25 %, vac.10.790.869.290.173.573.570.28
P. abies, Cu 0.25 %, vac. + press.10.080.818.170.034.504.500.22
P. abies, Cu 0.5 %, dip. 8-h8.710.857.390.391.541.540.65
P. abies, Cu 0.5 %, dip. 24-h9.590.837.990.422.942.940.34
P. abies, Cu 0.5 %, vac.9.240.847.720.133.183.180.32
P. abies, Cu 0.5 %, vac. + press.9.370.847.830.153.603.600.28
P. sylvestris, Cu 0.25 %, dip. 8-h6.561.8812.350.161.391.390.72
P. sylvestris, Cu 0.25 %, dip. 24-h7.381.108.100.092.382.380.42
P. sylvestris, Cu 0.25 %, vac.10.011.3113.150.092.012.010.50
P. sylvestris, Cu 0.25 %, vac. + press.10.421.0110.510.003.033.030.33
P. sylvestris, Cu 0.5 %, dip. 8-h8.341.2210.140.132.552.550.39
P. sylvestris, Cu 0.5 %, dip. 24-h9.571.1310.800.092.752.750.36
P. sylvestris, Cu 0.5 %, vac.10.601.0010.650.033.593.590.28
P. sylvestris, Cu 0.5 %, vac. + press.9.851.2412.240.003.283.280.31
Larix decidua, Cu 0.25 %, dip. 24-h6.404.7430.350.001.031.030.97 [85]
L. decidua, Cu 0.25 %, vac. + press.9.552.1520.520.171.101.100.91
L. decidua, Cu 0.5 %, dip. 24-h7.661.8614.250.091.141.140.88
L. decidua, Cu 0.5 %, vac.9.345.3149.570.060.870.871.15
L. decidua, Cu 0.5 %, vac. + press.7.851.7813.950.201.321.320.76
P. sylvestris, Cu based, Use class 3---0.127.796.640.19 [7,31,66,82], [-] 1
P. sylvestris, CCB 6 kg/m39.08--0.159.307.770.19 [30,75]
P. sylvestris, CCB 17 kg/m315.91--0.0018.0013.830.19 [75]
P. sylvestris., metal-free organic10.210.798.060.090.892.410.21 [7,34]
1 unpublished data by the authors.

3. Results and Discussion

3.1. Relationship between Relative Decay Rates in- and above-Ground

Decay rates (v, decay rating/year—data not provided) differed remarkably between wood species and treatments, as well as between test methods and particularly between test locations. The test locations were distributed on five different continents and exhibited tropical to boreal climates. To become independent from the climatic conditions at the various field test sites, only the relative decay rates (vrel.) were considered for data analysis, with Norway spruce as the reference. The mean vrel. values were determined for each material (Table 1, Table 2, Table 3 and Table 4) and were between 3.30 (e.g., sangre, cativo, and panamá) and <0.01 (different copper-treated softwoods) when tested above-ground and between 2.58 (e.g., sangre, gallito, and manzanillo) and 0.04 (acetylated Southern pine) in soil contact field tests. For materials tested both in- and above-ground, vrel.,soil and vrel.,no soil, respectively, were correlated with each other (Figure 2). As expected, the decay rate, v, was almost always higher in-ground compared to above-ground, for instance by up to factor 3.0 [27] or even factor 12.0 [7]. In contrast, the vrel. (with Norway spruce as reference) was only slightly higher (by factor 1.03) in-ground compared to above-ground test conditions (Figure 2). Furthermore, vrel.,soil and vrel.,no soil were linearly correlated (i.e., R2 = 0.7684), but numerous materials still showed large deviations, and since the measure, vrel., itself is relative, the respective absolute decay rates do scatter even more. Therefore, we aimed at establishing a separate material resistance model for wood exposed to ground contact. However, it can be noted that in the absence of either above- or in-ground decay rate data, one could substitute one vrel. for the other. However, if doing so, it is important to take into consideration that this simplification will give rise to a systematic error term.

3.2. Modelling Material Resistance in Soil Contact

The progress of decay in-ground is less affected by the wetting ability of wood, since wood mainly stays permanently wet when it is exposed to soil [86,87,88]. Wood that has undergone non-biocidal treatments, aimed at the exclusion of moisture from the cell walls, are therefore often not recommended for use in soil contact where intermediate re-drying is not possible. Similarly, standard laboratory tests with mono-cultures of decay fungi employ permanent wetting, and might be considered as “torture testing” for hydrophobic treatments [89]. Even the mode of protective action of hydrophobized timbers is annulled in laboratory mono-culture tests. Therefore, for the modelling of wood in soil contact, the factor kwa can be neglected, and kinh can be considered exclusively and calculated solely based on soil contact decay tests (kinh,soil).
In most cases, kinh,soil was the inverse of vrel.,soil, and only kinh values based on laboratory soil contact and/or soft rot tests were used to predict vrel.,soil. In Figure 3, both are shown—the relationship between vrel.,soil and all kinh,soil factors, and the kinh,soil,lab factor. The kinh,soil gave a good R2, of 0.9407. As expected, the kinh,soil,lab values were less correlated with the vrel., soil (R2 = 0.5129), but the kinh,soil,lab values were used to predict decay rates of materials for which decay rate data were lacking. These calculated vrel. values are given in italics (Table 1, Table 2, Table 3 and Table 4). In total, vrel.,soil was extracted from the data for 163 hardwoods, 31 softwoods, 18 modified timbers, and 41 treated timbers, and vrel.,no soil for 166 hardwoods, 27 softwoods, 17 modified timbers, and 38 treated timbers in Table 1, Table 2, Table 3 and Table 4.

4. Conclusions

From the data meta-analysis, we concluded the following:
  • For the first time, a global survey was performed to summarize decay performance in above- and in-ground situations;
  • The material resistance was quantified for a high number of wood species and treated timbers, and was expressed in terms of a relative material resistance dose, DRd,rel., with Norway spruce as the reference species;
  • Following systematic comparative studies on the biological durability and the moisture performance of other reference species than Norway spruce, it was possible to increase the amount of exploitable data for modelling;
  • Since the material resistance differs significantly between in-ground and above-ground exposure situations, the adapted above-ground model presented in Part 2 of this publication [10] was further adapted and simplified to predict relative decay rates in soil contact, vrel.,soil, based on laboratory tests with wood in contact with soil and/or soft rot fungi in a laboratory;
  • The use of conversion factors for different reference species implies an additional source of error, and needs to be considered in addition to the natural variation in material resistance and thus the two prediction models;
  • This trilogy of papers [9,10] has bridged large knowledge gaps with respect to (1) the increased utilization of decay performance data, and (2) the modelling of the material resistance of wood, both in- and above-ground. Both will facilitate better estimations of service life performance.

Author Contributions

C.B. and G.A. were mainly responsible for the conceptualization, method-ology used, data evaluation, data validation, and formal analysis. Investigations and data curation were conducted by all authors. The original draft of this article was prepared by C.B. who was also responsible for the review and editing process of this article. C.B. provided the visualization. All authors have read and agreed to the published version of the manuscript.

Funding

C.B., G.A., S.F. and E.S. received funding in the frame of the research project CLICKdesign, which is supported under the umbrella of ERA-NET Cofund ForestValue by the Ministry of Education, Science and Sport (MIZS)—Slovenia; The Ministry of the Environment (YM)—Finland; The Forestry Commissioners (FC)—UK; Research Council of Norway (RCN, 297899)—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 Agency for Renewable Resources (FNR)—Germany. ForestValue has received funding from the European Union’s Horizon 2020 research and innovation program under grant agreement N° 773324. We acknowledge support by the Open Access Publication Funds of Goettingen University.

Data Availability Statement

The entire set of raw data presented in this study is available on request from the corresponding author.

Acknowledgments

The authors gratefully acknowledge Jonas Niklewski for technical advice on the suitability of data and models for implementation in existing service life prediction framework.

Conflicts of Interest

The authors declare no conflict of interest. The funders had no role in the design of the study; in the collection, analyses, or interpretation of data; in the writing of the manuscript, or in the decision to publish the results.

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Figure 1. General procedure for determining and modelling relative decay rates, vrel., for in-ground and above-ground exposure conditions. A more detailed edcsription of the different steps is provided in Part 1 and 2 of this publication [9,10].
Figure 1. General procedure for determining and modelling relative decay rates, vrel., for in-ground and above-ground exposure conditions. A more detailed edcsription of the different steps is provided in Part 1 and 2 of this publication [9,10].
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Figure 2. Relationship between calculated relative decay rates (vrel.) in-ground contact and above-ground. The basis was 151 untreated timbers, 18 modified and 11 preservative-treated timbers.
Figure 2. Relationship between calculated relative decay rates (vrel.) in-ground contact and above-ground. The basis was 151 untreated timbers, 18 modified and 11 preservative-treated timbers.
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Figure 3. Relationship between relative decay rate in soil contact (vrel.,soil) and factors accounting for inherent protective properties in soil contact. (a) Excluding field test data (kinh,soil,lab), and (b) including field test data (kinh,soil). The basis was (a) 27 untreated, 12 modified and 7 preservative-treated timbers, and (b) 168 untreated, 18 modified and 11 preservative treated-timbers, respectively.
Figure 3. Relationship between relative decay rate in soil contact (vrel.,soil) and factors accounting for inherent protective properties in soil contact. (a) Excluding field test data (kinh,soil,lab), and (b) including field test data (kinh,soil). The basis was (a) 27 untreated, 12 modified and 7 preservative-treated timbers, and (b) 168 untreated, 18 modified and 11 preservative treated-timbers, respectively.
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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. https://0-doi-org.brum.beds.ac.uk/10.3390/f12050590

AMA Style

Brischke C, Alfredsen G, Humar M, Conti E, Cookson L, Emmerich L, Flæte PO, 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(5):590. https://0-doi-org.brum.beds.ac.uk/10.3390/f12050590

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Brischke, Christian, Gry Alfredsen, Miha Humar, Elena Conti, Laurie Cookson, Lukas Emmerich, Per Otto Flæte, Stefania Fortino, Lesley Francis, Ulrich Hundhausen, and et al. 2021. "Modelling the Material Resistance of Wood—Part 3: Relative Resistance in above- and in-Ground Situations—Results of a Global Survey" Forests 12, no. 5: 590. https://0-doi-org.brum.beds.ac.uk/10.3390/f12050590

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