Computer · Foundation Engineering
A well foundation is planned for a bridge where the standard penetration value (N) of the soil is 22. When earthquake forces are included in the design, what is the permissible percentage increase in the allowable bearing pressure of the soil as per IS 1893: 2002?
- 125%✓
- 233.33%
- 30%
- 450%
Correct answer
25%
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