In most shallow foundations, the depth of embedment can be equal to or less than three to four times the width of the foundation. Pile and drilled shaft foundations are deep foundations. They are used when top layers have poor load-bearing capacity and when the use of shallow foundations will cause considerable structural damage or instability.
The problems relating to shallow foundations and mat foundations are considered in Chapters 3, 4, 5, and 6. Chapter 11 discusses pile foundations, and Chapter 12 examines drilled shafts. This chapter serves primarily as a review of the basic geotechnical properties of soils. It includes topics such as grain-size distribution, plasticity, soil classification, effective stress, consolidation, and shear strength parameters.
It is based on the assumption that you have already been exposed to these concepts in a basic soil mechanics course.
Do you like this book? Please share with your friends, let's read it!! Search Ebook here:. Book Preface The design of foundations of structures such as buildings, bridges, and dams generally requires a knowledge of such factors as a the load that will be transmitted by the superstructure to the foundation system, b the requirements of the local building code, c the behavior and stress-related deformability of soils that will support the foundation system, and d the geological conditions of the soil under consideration.
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