Utility factors are air permeability, water permeability, thermal conductivity, crease retention, wrinkle resistance, shrinkage, and soil resistance.
Thus, it is more realistic than the Winkler model, which only represents compressive soil resistance.
Laboratory tests were used to assess the soil resistance and the stress strain behavior is reported.
However, the potential effects of landscape positions on soil resistance to rill erosion are still unclear.
Soil resistance is modeled using American Petroleum Institute based cyclic p y and t z curves.
The ohmic drop was corrected after measurement of soil resistance with electrochemical impedance spectroscopy.
A practical measure of soil resistance to erosion used by pedologists in the United States is the soil loss tolerance (T-value, or T-factor).
The sand changing from an NC to OC state increased the lateral soil resistance to the pile foundation.
The effects of length of feed-in zone and lateral soil resistance on controlled lateral buckling are also presented.
Soil resistance is estimated from 50 × 25 × 1-m grid blocks, and the corresponding variance is derived.
Aggregate stability (indicating soil resistance to disintegration from rainfall) and available water capacity (indicating the soil's ability to store water) scored high on all six assessments, possibly a result of minimal soil disturbance at the site over the years.
