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About Chapter 2
This document discusses bearing capacity of shallow foundations. It begins by introducing different modes of bearing failure including general shear, local shear, and punching shear. It then presents three classic bearing capacity equations developed by Terzaghi, Meyerhof, and Hansen. Key aspects of each equation are outlined, including failure mechanisms, bearing capacity factors, and influence of soil properties. The document also discusses factors that affect bearing capacity such as footing shape, load inclination, and depth. It concludes by introducing two common field tests to evaluate soil bearing capacity: the plate loading test and standard penetration test.
Detailed Information
| Author: | ['Yen Ling Ng'] |
|---|---|
| Publication Year: | 2014 |
| Pages: | 15 |
| Language: | English |
| Format: | |
| Price: | FREE |
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