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Mean soil strength in skid trails was consistently greater than in non-skid trail areas to a depth of nearly 60 cm.
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The paper further investigates two practical considerations often encountered in design, namely the effect of axial loading and the effect of soil strength anisotropy by means of finite element analyses.
For example, for three different levels of soil strength of the sandy loam at 176.0 g kg−1 soil moisture content, the mean transition rake angle from brittle fracture to shear failure increased from 32.5° in S1 (c=11.20 kN m−2,φ=29°) to 47.5° in S2 (c=16.00 kN m−2,φ=35°) and to 62.5° in S3 (c=23.93 kN m−2,φ=49°).
Marshes were drained, canals dredged, bedrock ground into a mean soil.
Soil strength can be determined by its soil bearing capacity.
The canopy, through hydrological processes of interception and transpiration, tends to make the soil drier which increases soil strength.
Soil texture is sandy, and the mean soil pH value is about 6.8.
Soil strength is a measure used to characterize soil compaction.
Trails had higher soil strength than referent quadrats, while quadrats at 0.0 and 0.4 m had lower soil strength than referent quadrats (Table 2).
In contrast, areas adjacent to trails (0-0.4 m) had increased plant diversity and lower soil strength.
Penetrometer resistance (soil strength) results are presented in Figs. 5, 6 and 7.
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