S. Fathi et al.
10.4236/ojf.2020.101009 125 Open Journal of Forestry
ical factors). Root length, root angle, number of roots, and root diameter vary
greatly between species. In trees, as in engineered structures, if the normal ser-
vice loads create stresses that are just below the strength of the material, they
have practically no strength reserve, and the smallest accident may lead to brea-
kage. The safety factor in trees is defined as the material strength divided by the
service load (Matteck et al., 1993).
Wood in trees is flexible, and behaves as neither an ideal solid nor an ideal
fluid (Vogel, 1996). Trees should be able to safely withstand high winds. The
safety factor is calculated relative to the high wind level typical to a geographical
area (Cullen, 2002). Many studies on conifer seedlings show that root deflection
in propagation containers can contribute to long-term growth problems after
planting in the forest (Krasowski, 2003). Wood and most materials that come
from plants are described as viscoelastic because their mechanical behaviour
contains both elastic and viscous elements (Miller, 2005). These properties result
in nonlinear behavior. Evidence of the influence of tree architecture on wind
firmness has also been shown by Fourcaud et al. (1999) who carried out me-
chanical studies on two rubber tree clones that had similar wood properties but
dissimilar crown structures (Cilas et al., 2004). The shape and structure of trees
have an important impact on their mechanical stability under dynamic loading.
As trees grow, the added biomass translates into greater dead weight, and the
upper parts of the tree are exposed to higher wind speeds, creating larger bend-
ing moments at its base (Niklas & Spatz, 2000).
Yang et al. (2016) explored the influence of root moisture content on tensile
resistance and strength with different root diameters and for different tree spe-
cies. The results showed that root moisture content affected the tensile proper-
ties. A slight loss of root moisture content could enhance tensile strength, but
too much loss of water resulted in weaker capacity for root elongation with ten-
sile resistance. The main factors contributing to slope stability include soil shear
strength, soil-root interactions, the quantity and distribution of roots, as well as
root tensile properties (Genet et al., 2005).
Several ways exist for measuring root stability. One of them is the pulling test,
which has about 25 years of background in Germany (Wessolly & Erb, 2016).
More recently, a dynamic method was developed that could take advantage of
actual wind loading, despite the chaotic relationship between momentary wind
intensity and inclination (Bejo, Divos, & Fathi, 2017).
The aim of this study is to investigate the parameters that affect the stability of
the trees. In this study, mostly external parameters, like seasonal effects, precipi-
tation and wind direction are considered. Some of the intrinsic characteristics
(like crown shape and root structure) are also considered in the interpretation of
the results.
2. Factors Influencing Tree Stability
There are many factors that influence tree stability (i.e. the tree’s resistance
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