The root-soil system of Norway spruce subjected to turning moment: resistance as a function of rotation
2007
Lundström, T | Jonsson, M. J | Kalberer, M
The reactions of trees to wind, rockfall, and snow and debris flow depend largely on how strong and deformable their anchorage in the soil is. Here, the resistive turning moment M of the root-soil system as a function of the rotation [Greek Phi symbol] at the stem base plays the major role. M([Greek Phi symbol]) describes the behavior of the root-soil system when subject to rotational moment, with the maximum M([Greek Phi symbol]) indicating the anchorage strength M a of the tree. We assessed M([Greek Phi symbol]) of 66 Norway spruce (Picea abies L. Karst) by pulling them over with a winch. These 45- to 170-year-old trees grew at sites of low and high elevation, with a diameter at breast height DBH = 14-69 cm and a height H = 9-42 m. M([Greek Phi symbol]) displayed a strong nonlinear behavior. M a was reached at a lower [Greek Phi symbol] for large trees than for small trees. Thus overhanging tree weight contributed less to M a for the large trees. Overturning also occurred at a lower [Greek Phi symbol] for the large trees. These observations show that the rotational ductility of the root-soil system is higher for small trees. M a could be described by four monovariate linear regression equations of tree weight, stem weight, stem volume and DBH ² ·H (0.80 < R ² < 0.95), and [Greek Phi symbol] at M a, [Greek Phi symbol] a, by a power law of DBH²·H (R ² = 0.85). We found significantly higher M a for the low-elevation spruces than for the high-elevation spruces, which were more shallowly anchored, but no significant difference in [Greek Phi symbol] a. The 66 curves of M([Greek Phi symbol]), normalized (n) by M a in M-direction and by [Greek Phi symbol] a in [Greek Phi symbol]-direction, yielded one characteristic average curve: [graphic removed] . Using [graphic removed] and the predictions of M a and [Greek Phi symbol] a, it is shown that M([Greek Phi symbol]) and the curves associated with M([Greek Phi symbol]) can be predicted with a relative standard error <=25%. The parameterization of M([Greek Phi symbol]) by tree size and weight is novel and provides useful information for predicting with finite-element computer models how trees will react to natural hazards.
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