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About Structural Design of Isolated Column Footings
This document summarizes a study on the structural design of isolated column footings. The study compared the failure loads predicted by codes like ECP 203-11, ACI 318-08, BS 8110.1-1997 and EC2-2004 to measured failure loads from experimental tests. It found that the shear span to depth ratio of a footing and the contact stress distribution at the footing-soil interface are key factors influencing structural design. Most codes underestimated failure loads except BS 8110.1-1997 which overpredicted loads when not considering punching provisions. The study aimed to better correlate predicted and measured loads by adjusting some code provisions based on experimental data.
Detailed Information
| Author: | ['a'] |
|---|---|
| Publication Year: | 2020 |
| Pages: | 14 |
| Language: | English |
| Format: | |
| Price: | FREE |
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