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1. This document discusses stresses in soils from surface loads and the principle of effective stress. It provides example problems calculating vertical stress increases at various depths and locations due to different load configurations, including: a transmission pole, concentrated point load, ring load, line load, rectangular slab, and irregular loaded area. 2. Example problems are given for determining vertical stress increases below a transmission pole, below and beside concentrated, ring, line, and

Author

Marc Martiniano Delos Reyes

Language

EN