engineeringofcivil
Civil/Environmental
- Jun 20, 2006
- 8
It is conventional to embed the concrete pile in the pile cap by 3/4 inch . Is this a good practice to give an idea firming of pile upto the cap. Do we get any advantage in lateral/uplift load sharing.
Can some one tell me whether it is mandatory as per any code
Can some one tell me whether it is mandatory as per any code