Failure Conditions in Infinite Slopes and the Resulting Soil Pressures (Classic Reprint) - Hardcover

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Excerpt from Failure Conditions in Infinite Slopes and the Resulting Soil Pressures

Beginning with Rankine more than a century ago, scientists and engineers alike have sought to improve techniques for calculating soil pressures beneath the earth's surface. This capability has been important not only for predicting soil pressures against structures such as retaining walls and foundations, but also for predicting the depths and pressures at which soil masses will fail when disturbed by either man or nature.

This paper, based on Rankine's classic assumptions and the contributions of others, offers some additional refinements for calculating soil pressures. The equations have particular relevance to much of the steep, mountainous lands managed by the usda Forest Service, particularly the Idaho Batholith, where Intermountain Station engineers and scientists are studying slope stability and erosion problems.

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