Substituting the values, we get:
qult = cNc + γDNγ + 0.5γBNγ
The bearing capacity of the soil can be calculated using the following formula: --- Soil Mechanics And Foundations Muni Budhu Solution
A soil has a maximum dry density of 1.8 g/cm³ and an optimum moisture content of 12%. If the soil is compacted to a dry density of 1.6 g/cm³, what is the relative compaction? Substituting the values, we get: qult = cNc + γDNγ + 0
A soil sample has a liquid limit of 40% and a plastic limit of 20%. The soil has 30% of particles passing through the No. 200 sieve. Classify the soil using the Unified Soil Classification System (USCS). Substituting the values