Revista Mexicana de Ciencias Forestales Vol. 15 (84)

Julio - Agosto (2024)

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DOI: https://doi.org/10.29298/rmcf.v15i84.1453

Research article

Durabilidad natural de la madera de seis especies de importancia comercial en México

Natural durability of wood from six species of commercial importance in Mexico

 

Yolanda Ontiveros-Moreno1, Serafín Colín-Urieta2*, Artemio Carrillo-Parra3, Edgar Benjamín López-Camacho4, José Javier Corral-Rivas5, José Ciro Hernández-Díaz3, José Ángel Prieto-Ruíz5

 

Fecha de recepción/Reception date: 6 de noviembre de 2023.

Fecha de aceptación/Acceptance date: 14 de febrero de 2024.

_______________________________

1Universidad Juárez del Estado de Durango, Programa Institucional de Doctorado en Ciencias Agropecuarias y Forestales. México.

2Universidad Intercultural Indígena de Michoacán. México.

3Universidad Juárez del Estado de Durango, Instituto de Silvicultura de la Industria de la Madera. México.

4Universidad Autónoma de Sinaloa, Escuela de Biología. México.

5Universidad Juárez del Estado de Durango, Facultad de Ciencias Forestales. México.

 

*Autor para correspondencia; correo-e: serafinscu@hotmail.com

*Corresponding author; e-mail: serafinscu@hotmail.com

 

Resumen

La durabilidad natural de la madera se define como la capacidad intrínseca que tiene para resistir la degradación ocasionada por factores bióticos y abióticos. Existen pocos registros de la durabilidad natural de la madera en México; en este estudio se determinó con base en la degradación de la madera de seis especies comerciales: Pinus durangensis, P. strobiformis, P. cooperi, Juniperus deppeana, Quercus sideroxyla y Alnus acuminata, además de Fagus sylvatica como testigo. Se usaron probetas colocadas en contacto con el suelo por 12 meses en dos localidades: la Reserva Ecológica del Mineral de Nuestra Señora de la Candelaria en Cósala, Sinaloa, y el predio Las Bayas, Durango. Cinco probetas de cada especie se enterraron a 50 % de su longitud y se analizaron siguiendo la norma europea UNE-EN 252:2015 que determina la degradación en la madera, y la UNE-EN 350:2016 para la durabilidad. Debido a la ausencia de normalidad (p<0.05) en los datos de degradación, se usó la prueba no paramétrica de Kruskall-Wallis para determinar diferencias estadísticas entre especies, localidad y área de punzado. El análisis estadístico se realizó en el programa R-Studio. De acuerdo con las normas UNE-EN 252:2015 y UNE-EN 350:2016, J. deppeana fue la madera más durable clasificada como Clase 1; Q. sideroxyla, P. strobiformis, P. durangensis y F. sylvatica (control), fueron maderas Clase 2, con ligero daño; A. acuminata y P. cooperi clasificaron como Clase 3, con evidente degradación. Se concluye que J. deppeana presenta la madera más durable.

Palabras clave: Durabilidad, Fagus sylvatica L., Juniperus deppeana Steud., suelo, UNE-EN 252:2015, UNE-EN 350:2016.

Abstract

The natural durability of wood is defined as its intrinsic ability to resist degradation caused by biotic and abiotic factors. There are few records of natural wood durability in Mexico; in this study, it was determined based on the degradation of the wood of six commercial species: Pinus durangensis, P. strobiformis, P. cooperi, Juniperus deppeana, Quercus sideroxyla, and Alnus acuminata, in addition to Fagus sylvatica as the control. Test specimens were placed in contact with soil for 12 months at the Mineral de Nuestra Señora de la Candelaria Ecological Reserve of in Cósala, Sinaloa, and at the Las Bayas property in the state of Durango. Five specimens of each species were buried at 50 % of their length and analyzed following the UNE-EN 252:2015 European standard for determining degradation in wood, and UNE-EN 350:2016 for estimating durability. Due to the absence of normality (p<0.05) in the degradation data, the Kruskall-Wallis nonparametric test was used to determine statistical differences between species, locality, and puncture area. Statistical analysis was performed in the R-Studio program. According to UNE-EN 252:2015 and UNE-EN 350:2016, J. deppeana was the most durable wood classified as Class 1; Q. sideroxyla, P. strobiformis, P. durangensis and F. sylvatica (control) were Class 2 timbers, with slight damage; and A. acuminata and P. cooperi were classified as Class 3, with evident degradation. It is concluded that J. deppeana has the most durable wood.

Key words: Durability, Fagus sylvatica L., Juniperus deppeana Steud., soil, UNE-EN 252:2015, UNE-EN 350:2016.

 

 

 

Introduction

 

 

 

The term “durability of wood” refers to the intrinsic capacity of the woody material to resist degradation caused by attacks by fungi, bacteria, insects, and marine borers, as well as wear and tear caused by chemical and mechanical agents and weathering (photochemical degradation). The durability of wood is different from the organisms and environmental factors that can degrade it. In addition, the type and time of exposure also affect the speed of its deterioration (Sandberg et al., 2021). The wood’s degree of rot allows to determine the natural or induced durability of a species. The level of weathering and rot is related to climatic conditions, incidence of UV rays, humidity, degree of soil aeration, amount of organic matter, pH, nutrients, presence of microorganisms, and time of exposure to degradation agents (Taraborelli et al., 2020; Moreno et al., 2022). Naturally, the durability of wood varies between species; it even differs according to what part of the tree the piece of wood is obtained from and the type of soil to which the tree is exposed (Ypushima, 2015).

Heartwood is more resistant than sapwood. The greatest durability is found at the base of the tree and decreases toward the upper parts of the stem. In some species, the relationship between durability and tree growth rate is inverse, so that low growth rates generate high-durability timbers (Hermoso et al., 2015). Field and laboratory tests over long periods (from one to five years) to determine the natural durability of the wood are required to quantify damage from insects, microorganisms, and weathering, and to predict the useful life of the wood (Larsson-Brelid et al., 2011; Ibáñez et al., 2016; Elgueta et al., 2019).

De la Cruz et al. (2018) analyzed seven commercial timber species and classified Juniperus deppeana Steud., P. cooperi C. E. Blanco and P. durangensis Martínez as Class 3 (moderately durable); P. teocote Schltdl. & Cham. as Class 4 (less durable); and P. strobiformis Engelm., Quercus sideroxyla Bonpl. and Arbutus spp. as Class 5 (not durable).

In Mexico, given the competition in the market for wood and its substitution by other materials, such as plastic moldings, styrofoam and even foamy, the natural durability of some commercial woods is being studied. Based on durability research, sustainable development can be fostered by avoiding unnecessary logging and promoting good forest management. The objective of this work was to determine the natural durability of wood of six commercially important species and one control; the work was carried out in one location in the state of Sinaloa and another in the state of Durango; the durability category to which each taxon belongs, was determined according to the parameters of the UNE-EN 252:2015 (Asociación Española de Normalización, 2015) and UNE-EN 350:2016 (Asociación Española de Normalización, 2017) European standards.

 

 

Materials and Methods

 

 

Study areas

 

 

Two sites were selected to expose the wood of the studied species to the elements, both of which were considered to have different conditions of environmental humidity and temperature, as well as soil type (Table 1), and had no traces of crops, nor were they exposed to changes caused by humans.

 

Table 1. Climatic and soil description of the study sites.

Sites

Las Bayas, Durango

REMNSCC, Sinaloa

Geographical coordinates

23°22´ N and 104°48´ W

23°29´ N and 106°29´ W

1Climate type

CE (w1) semicold-subhumid

AC (w0) semiwarm-subhumid

Soil type

Sandy-silt and clay

Red and yellow clay

2pH

5.8 (medium-acid)

6.4 (lightly acidic)

3EC (mS cm-1)

0.49 (normal)

1.5 (very slightly salty)

4Organic matter (%)

0.28 (very low)

0.33 (very low)

5Texture

Sand (%)

37.6

39.6

Silt (%)

35.6 (slightly clayey crumb)

35.6 (sandy crumb)

Clay (%)

26.7

24.7

1Site climate type; 2Soil pH; 3Soil electrical conductivity; 4Percentage of soil organic matter; 5Soil texture.

 

The first site was located in Las Bayas private property, Pueblo Nuevo municipality, Durango, which belongs to the Universidad Juárez del Estado de Durango (UJED); located at 23°22' N and 104°48' W, at 1 867 masl; the dominant vegetation is pine-oak forest, and its monthly temperature varies from 7 to 25 °C; the average monthly precipitation from January to May is 11 to 13 mm, from June to September it varies from 59 to 91 mm, and from October to December, from 33 to 17 mm (Raymundo et al., 2012).

The second site was located in the Mineral de Nuestra Señora de la Candelaria Ecological Reserve in Cósala, Sinaloa (REMNSCC), which belongs to the Universidad Autónoma de Culiacán (UAC); which is located at 23°29' N and 106°29' W, at 418 masl; its orography is of hills and slopes up to 45°; the dominant vegetation is tropical deciduous forest, and its average monthly temperature varies from 10 to 35 °C; the average monthly precipitation from January to May is 2 mm, from June to August, 33 to 64 mm, and from September to December, 2 to 33 mm (Rubio et al., 2010) (Table 1).

 

 

Analyzed species

 

 

The wood of Juniperus deppeana, Quercus sideroxyla, Pinus cooperi, P. durangensis, P. strobiformis and Alnus acuminata Kunth. was analyzed. The results were compared to Fagus sylvatica L., wood used as control, according to the European standards adopted for the analysis.

The dimensions of the wood specimens of all species were 50 mm×25 mm×500 mm in width, thickness, and length, respectively, as established by UNE-EN 252:2015 (Asociación Española de Normalización, 2015). Five specimens of the seven taxa were randomly placed at each site, amounting to 35 specimens total, placed in a 3 m×3 m plot. The specimens were positioned vertically, buried in the ground at half their 50 cm length, 30 cm apart from one another (Figure 1A).

 

A = Placement of specimens (below the ground); B = Distribution of incisions in 500 mm specimens.

Figure 1. Site with the cemetery-type test tubes installed and diagram of the distribution of the incisions

 

After a 12-month exposure period at the sites, the specimens were transferred to the laboratory (Instituto de Silvicultura de la Madera, Isima, of the Universidad Juárez del Estado de Durango) to evaluate their level of degradation. The section area of each specimen (1 250 mm2) corresponded to the multiplication of 50 mm×25 mm, which was determined at the beginning, while the remaining area measured at the end of the test corresponded to the difference between the second and the initial measurements, expressed as a percentage. The analysis was performed following the parameters established in the UNE-EN 252:2015 (Asociación Española de Normalización, 2015) European standard, which classifies the durability of wood according to the deterioration of its surface that occurred when it was in contact with soil (Table 2), and in UNE-EN 350:2016 (Asociación Española de Normalización, 2017), which classifies wood according to its degree of durability when in contact with the ground (Table 3).

 

Table 2. Classification of degradation of wood specimens in contact with soil, according to the UNE-EN 252:2015 European standard.

Interval

Description of the condition

Maximum depth deteriorated

Minimum cross-sectional area

[mm]

[mm2]

[%]

0

No attacks

No evidence of spoilage, softening or weakening caused by microorganisms

0

1 250

100

1

Light attack

Little evidence of deterioration, not significant up to a certain depth

1

1 104

88

2

Moderate attack

Significant evidence of deterioration, with deteriorated areas (softening or weakened wood) to a certain depth

3

836

67

3

Severe attack

Deterioration, softening and weakening, typical extensive fungal decay over large areas down to a certain depth

5

600

48

4

Failure

Fracture of specimens due to a bending test

50

0

0

Source: UNE-EN 252:2015 (Asociación Española de Normalización, 2015).

 

Table 3. Durability classification of wood specimens placed in contact with the ground, according to the UNE-EN 350:2016 European standard.

Durability classification

Description

x-value

1

Very durable

x>5

2

Durable

3<x≤5

3

Moderately durable

2<x≤3

4

Less durable

1.2<x≤2

5

Not durable

x≤1.2

Source: UNE-EN 350:2016 (Asociación Española de Normalización, 2017).

 

In addition to the provisions of the aforementioned standards, the durability of the specimens was monitored through incisions no deeper than 5 mm at three heights of the part of the specimen exposed to the soil. To determine the degradation, an incision was made with a dissecting needle, the tip of which was marked with red. The first incision was made at a height of 250 mm, the second, at 125 mm, and the third, at 10 mm from the base of the specimen (Figure 1B).

 

 

 

Statistical analysis

 

 

Due to the absence of normality (p<0.05) in the data, the Kruskall-Wallis nonparametric test was used to determine if there were statistical differences between the factors analyzed (site, species, and area at puncture height). Statistical analyses were performed with RStudio (version 3.6.3) software (RStudio Team, 2020).

 

 

Results and Discussion

 

 

Wood durability

 

 

Wood durability, determined by the percentage of surface area remaining on the specimens after one year of exposure to soil, showed significant statistical differences (p<0.05) between sites, species, puncture areas, and their interactions (Table 4). In the comparison between sites, the wood from Las Bayas was more durable than that from the REMNSCC site, the mean values for all taxa were 98 and 96 %, respectively (Figure 2A). Although the durability of the wood differed significantly between the sites, in both cases the wood was classified as Class 1.

 

 

 

Table 4. Kruskal-Wallis (H) tests of wood durability of six commercially important species in Mexico and the control Fagus sylvatica L.

Factor

H

df

(p<0.05)

Site (S)

4.04

1

0.04

Species (Sp)

23.51

6

0.006

Area of puncture (A)

7.01

2

0.02

S:Sp

31.05

13

0.003

S:A

20.34

5

0.001

Sp:A

52.29

20

0.001

S:Sp:A

78.95

41

0.003

H = Kruskal-Wallis test value; df = Degrees of freedom.

 

A = Comparison between sites (Las Bayas and REMNSCC); B = Comparison between species; C = Comparison between heights of puncture (10 mm, 125 mm and 250 mm); D = Species/Site interaction; E = Site/Heights of puncture interaction; F = Species/Height of the area of puncture interaction.

Figure 2. Natural durability of the wood of the studied species according to the UNE-EN 252:2015 European standard.

 

The natural durability of wood showed significant statistical differences (p<0.05) between species; the remaining surface area of the specimens after one year of exposure to soil ranged between 95.73 and 98.61 % (Figure 2B). The most durable taxa (with least deterioration and softening) were J. deppeana, located in the highest statistical group, followed by P. durangensis and P. strobiformis; in turn, followed by A. acuminata and the control species, F. sylvatica; and, finally, Q. sideroxyla and P. cooperi (Figure 2B).

As for the heights of the specimens in which the durability was evaluated, significant differences were recorded (p<0.05). Durability ranged from 97.07 to 97.91 % (Figure 2C); at all heights, it was classified as Class 1 (little evidence of deterioration >88 %). However, at the incision height of 250 mm, the durability was located in the top group, followed by the height at 125 mm, and, finally, the height of 10 mm in all the species studied (Figure 2C). These results reveal that at ground level there was less deterioration of the seven analyzed species, whereas the greatest deterioration occurred at a height of 10 mm (base of the specimen). Therefore, the durability is reduced as the specimen sinks deeper; this suggests a direct relationship between burial depth and the degree of deterioration.

The natural durability of wood in the Site/Species interaction also exhibited significant statistical differences, with values ranging between 95.29 and 99.24 % (Figure 2D). The specimens that proved to have the highest durability (>88 %, little evidence of deterioration), placed in Las Bayas, corresponded to J. deppeana, P. durangensis and P. strobiformis; while only the J. deppeana specimens placed in the REMNSCC showed the same degree of deterioration in both sites. On the other hand, the Q. sideroxyla specimens in both Las Bayas and REMNSCC exhibited the lowest durability among the studied species (Figure 2D).

It is worth mentioning that durability depends on the environmental conditions, which can have a huge impact on it (Meyer et al., 2012); for example: wood will be more susceptible to decay in hot, humid conditions than in cold, dry climates; and its susceptibility will also increase if it is in contact with the ground.

The natural durability of wood in the Site/Measurement height interaction had significant statistical differences (p<0.05). Values ranged from 96.39 to 99.16 % (Figure 2E). The results presented four statistical groups, in which Las Bayas site at 250 mm recorded the least degradation, showing little evidence of deterioration or softening by microorganism attack. On the other hand, specimens from the REMNSCC site at 125 mm exhibited the lowest durability; however, they were included in the Class 1 category (little evidence of deterioration >88 %) (Figure 2E).

Colín-Urieta et al. (2018) point out that the combination of the visual assessment by UNE-EN 252:2015 standard and the puncture test allows to determine the value of deterioration in wood. Likewise, the combination of a warm, sub-humid climate with clay-sandy soil corresponds to an environment where the conditions favor wood decay (Ali et al., 2011).

The durability in the Site/Species/Puncture height interaction exhibited significant statistical differences (p<0.05). Its values ranged from 93.43 to 99.68 % and it was rated Class 1 (little evidence of impairment >88 %). Statistically, 16 groups were identified; the puncture heights exhibited similar durability, showing little deterioration, softening or weakening attributable to microorganisms. However, in P. cooperi, a slight deterioration was observed at puncture heights two and three, corresponding to 10 and 125 mm in both soils (Figure 2F). Table 5 shows the results as percentages of natural durability of the analyzed species, according to site and puncture height, per the UNE-EN 252:2015 (Asociación Española de Normalización, 2015) and UNE-EN 350:2016 (Asociación Española de Normalización, 2017) standards.

 

Table 5. Natural durability according to the percentage of remaining cross-sectional area by site, species, and puncture height of the studied species.

Site

Height of puncture (mm)

Species

Juniperus deppeana Steud.

Alnus acuminata Kunth.

Quercus sideroxyla Bonpl.

Pinus durangensis Martínez

Pinus strobiformis Engelm.

Pinus cooperi C. E. Blanco

Fagus sylvatica L.

Las Bayas

250

99.12

95.90

93.43

98.64

99

96.8

96.16

125

98.92

99.5

93.44

99.16

98.68

97.0

98.33

10

99.68

97.53

99.0

99.28

99.32

99.6

98.96

REMNSCC

250

99.40

97.81

94.63

98.52

98.36

98.4

96.43

125

99.24

94.46

94.55

97.33

97.40

95.0

95.81

10

95.28

96.14

99.36

98.76

97.09

95.2

96.11

The percentage of the remaining cross-sectional area was calculated by dividing the final area by the initial area and then multiplying the result by 100.

 

 

Natural durability

 

 

According to the Kruskal-Wallis test, the natural durability determined with the UNE-EN 350:2016 (Asociación Española de Normalización, 2017) European standard differed significantly between sites, species and Site/Species interaction (p<0.05) (Table 6).

  

 

Table 6. Kruskal-Wallis tests of the natural durability of wood of six commercially important timber species in Mexico according to the UNE-EN 350:2016 European standard.

Factor

H

df

(p<0.05)

Site (S)

72.25

1

<2.2e-16

Species (Sp)

90.40

6

<2.2e-16

S:Sp

194.00

13

<2.2e-16

H = Kruskal-Wallis test value; df = Degrees of freedom.

 

At the Las Bayas site, the average natural durability of the six species was rated Class 1; at the REMNSCC site, the woods deteriorated more, so they were placed in Class 3 (Figure 3A).

 

A = Durability by site; B = Durability by species; C = Durability by Site/Species interaction.

Figure 3. Natural durability of wood of six commercially important species in Mexico, exposed to soil at the REMNSCC sites in Sinaloa and Las Bayas in Durango, evaluated according to the UNE-NE 350:2016 European standard.

 

The results of the non-parametric Kruskal-Wallis test showed significant statistical differences between species (p<0.05) (Table 6). Juniperus deppeana exhibited the highest durability, being rated Class 1 (very durable); this durability can be considered to be related to the species’ content of extractives, which may confer a higher level of resistance to termites, fungi, and even excess moisture. In Class 2 (durable), the woods of Q. sideroxyla and F. sylvatica (control) were classified. P. durangensis and P. strobiformis were less resistant, and A. acuminata and P. cooperi were rated Class 3 (moderately durable) (Figure 3B).

Pinus durangensis, P. strobiformis, Q. sideroxyla, and F. sylvatica specimens placed at Las Bayas site were classified as durable. These test specimens showed some signs of rot and surface attack by termites. Finally, the wood of A. acuminata and P. cooperi corresponded to Class 3 (moderately durable) (Figure 3B). While in site REMNSCC, Juniperus deppeana was rated Class 1; F. sylvatica and Q. sideroxyla, Class 2; P. durangensis and P. strobiformis,Class 4 (less durable), with slight rot, and; finally, P. cooperi, Class 5 (not durable), due to total deterioration caused jointly by fungi and termites (Figure 3C).

In a similar study, Brischke et al. (2013) researched the durability of various woods exposed to six types of soil over a five-year period. As in the present study, these authors obtained differences in durability between sites; their results revealed that a soil with the presence of concrete caused greater erosion than other soils such as sand, gravel, and substrates modified by human intervention that induce reactions of the chemical components of soil and wood, which result in greater deterioration, compared to woods not exposed to soils without such intervention.

Honorato et al. (2001) observed that woods experience more decay in soils enriched with fertilizers and with a high humus content. As previously mentioned, the higher chemical activity in these soils contributes to the greater deterioration of the wood. In the research documented here, the greatest damage was observed at the site with deciduous forest soils (REMNSCC) and is attributed to the large amount of organic matter present in the soil.

Serna-Mosquera et al. (2020) evaluated the durability of Ochroma pyramidale (Cav. ex Lam.) Urb. wood subjected to three different treatments, with three replicates of 30 specimens each. The authors obtained no significant differences for moisture content or mass loss and recorded an increase in moisture content of 119.32 and 90.63 % in the specimens that placed them in low resistance categories not suitable for constructions in contact with soil. This coincides with the six species studied at the Las Bayas and REMNSCC sites, where Pinus cooperi was a non-durable wood, as in both sites it exhibited a higher deterioration than the other studied species. The authors cited above agree that the deterioration of wood in contact with the soil is mainly caused by moisture; Herrera et al. (2006) point out that decay is more severe in sapwood than in heartwood.

 

 

Conclusions

 

 

According to the UNE-EN 252:2015 and UNE-EN 350:2016 European standards, Juniperus deppeana wood is the most durable one and exhibits the least deterioration after being exposed to weathering in the soil of two experimental sites; therefore, it is included in Class 1.

Quercus sideroxyla, Alnus acuminata, and Pinus cooperi are durable woods, although they show some damage, and depending on the soil to which they were exposed, they are rated Class 2 or 3. Based on both European standards (UNE-EN 252:2015 and UNE-EN 350:2016), it was determined that all the species studied at Las Bayas, Durango, exhibited greater durability, so they are considered Class 1; while those studied at the REMNSCC site are Class 3, Class 4, and 5, with non-durable woods like that of Pinus cooperi.

The least damage for all wood species is observed at a puncture height of 250 mm. This indicates that there is less deterioration and greater durability at ground level (greater aeration) than at a height of 10 mm (base of the specimen, less aerated and with greater exposure to organic matter).

To more precisely establish the influence of site on the durability of wood species, future studies could explore a wider variety of taxa as well as environmental settings. Moreover, long-term research is needed to better understand how the deterioration evolves over time. It would also be relevant to evaluate the effectiveness of protective treatments in reducing deterioration and analyze the interaction between the measurement height and additional environmental factors such as rainfall, temperature, etc., in order to determine the effectiveness of these treatments.

 

Acknowledgements

 

To the National Council of Humanities, Science and Technology (Conahcyt, by its acronym in Spanish) for the support of the first author's doctoral scholarship. To the Institutional Doctorate Program in Agricultural and Forestry Sciences from the Juárez University of the State of Durango.

 

Conflict of interest

 

The authors declare that they have no conflict of interest in this research work.

 

 

Contributions by author

 

 

Yolanda Ontiveros-Moreno, Serafín Colín-Urieta and Artemio Carrillo-Parra: organization of research, field measurements, and drafting of the manuscript; Edgar Benjamín López-Camacho: data collection; José Javier Corral-Rivas, José Ciro Hernández-Díaz and José Ángel Prieto-Ruiz: data analysis, literature review, and drafting of the manuscript. The document was reviewed by all the authors.

 

 

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