Included Topics is only RAYMOND PILE, MAC-ARTHUR PILE, SWAGE PILE, and BUTTON BOTTOM PILE.

1. PILE FOUNDATION
Presented by:
BALAR RAJ P.
BAGUL NILESH R.
Guided by:
PROF. NEETU YADAV
PROF. RONAK KHURANA
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2. CAST-IN-SITU CONCRETE PILE
Cast-in-situ
Concrete
Piles
Uncased
Simplex pile
Franki Pile
Vibro pile
Pressure pile
Pedestal pile
Cased
Raymond pile
Mac Arthur Pile
Swage piles
BSP base driven pile
Button bottom piles

3. Cast-in-situ concrete piles
 In this type of concrete piles, a bore is dug into the ground by inserting. This bore
is then filled with cement concrete after placing reinforcement,
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4. RAYMOND PILE
 RAYMOND PILE is used primarily as a friction pipe. It is uniform heavy taper of
1in30 result in short piles for equal driving resistance or higher driving resistance for
equal lengths, than piles of lesser or no taper.
 Length – 6 to 12m
 Diameter – 40 to 60cm at top & 20 to 30cm at bottom.
 Depth – 36m
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5. RAYMOND PILE
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6. MAC-ARTHUR PILES
 best example of non-taper pile.
 Length – 10 to 12m
 Diameter - Uniform
 Depth – 23m
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7. SWAGE PILES
 Swage piles are used with advantage in some soils where the driving is very hard or
where it is desired to leave water tight shell, for some time before filling the concrete.
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8. BUTTON BOTTOM PILES
 These piles are used in locations where increase in the end bearing area is desired. The
pile uses a concrete plug of shape of button. There piles have been used up to lengths of
about 23 m and for loads up to 50 tones.
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