qult = cNc + γDNγ + 0.5γBNγ
Substituting the values, we get:
In conclusion, “Soil Mechanics and Foundations” by Muni Budhu is a comprehensive textbook that provides a thorough understanding of the principles of soil mechanics and foundation engineering. The solutions to various problems presented in the text help students and practitioners alike to apply these principles to real-world problems. By mastering the concepts and solutions presented in this book, engineers can design and construct safe and durable structures that rely on the soil for support.
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?
where qult = ultimate bearing capacity, c = cohesion, Nc, Nγ = bearing capacity factors, γ = unit weight, D = depth of footing, and B = width of footing.
The book provides numerous examples and problems to help students understand and apply the concepts discussed in the text. Here, we will provide solutions to some of the problems presented in the book.
qult = 20 × 20.7 + 18 × 2 × 10.7 + 0.5 × 18 × 2 × 5.14 = 414 kPa