RCC Pile Foundation | |||
---|---|---|---|
System Components | Initial Cost Structure | ||
![]() |
![]() |
||
Critical Factors | Tools Used | DO'S | DON'T'S |
1.Depth of pile and number of reamers 2. Quality of soil 3. Water table level 4. Clear cover of concrete to reinforcement |
1. Crow Bar 2. Spade 3. Basket 4. Reamer 5. Tape | 1. Pile should be cast immediately after boring to avoid collapse of bore wall 2. Depth of pile should be checked properly 3. Concrete should be properly compacted |
1. Fine sand should not be used for concreting 2. Concrete should not be used for a designload more than 80 tones |
Construction Process | |||
Set out the location for bores![]() ![]() |
Mark the area for pile foundations![]() ![]() |
Dig the bore to 30cm deep using crow bar![]() ![]() |
Wet the bore and dig with reamer![]() ![]() |
Apply force over the reamer for digging bore![]() ![]() |
Remove the mud from reamer at regular intervals![]() ![]() |
Dig the bore to the required depth![]() ![]() |
Check the depth of the bore![]() ![]() |
Tie the reinforcement![]() ![]() |
Place the reinforcement in the bore![]() ![]() |
Fill the bore with cement concrete![]() |
Pile Foundation
Typical Details of Under Reamed Piles

