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PILE SHOES
ByIr. Mohamad Nor Bin OmarUnit Kejuruteraan GeoteknikCawangan Pakar & Kejuruteraan AwamJabatan Kerja Raya Malaysia
Introduction
Piles need appropriate shoe to protect themselves from damages.
When piles are driven wholly in soft clay soil, flat shoe need be provided, e.g. RC pile.
The end of initial piles are usually cast in the shape of a blunt point (flat shoe).
Type of Pile Shoes (RC Pile)
Pointed pile shoe (Jenis 1) Flat pile shoe (Jenis 2) Pointed M.S. plate pile shoe (Jenis 3) Pointed C.I. pile shoe (Jenis 4) Oslo pointed pile shoe (Jenis 5)
Pointed Pile Shoe For piles driven
through soft to moderately hard (SPT ≤ 30) strata & pile length > 24m or slenderness ratio (L/D) > 80.
Picture taken from drawing IP(S-91)PIA©37/3(3)
Flat Pile Shoe
For piles driven through soft to moderately hard (SPT ≤ 30) strata & pile length < 24m or slenderness ratio (L/D) < 80m.
Picture taken from drawing IP(S-91)PIA©37/3(3)
Pointed M. S. Plate Pile Shoe For piles driven
through very dense or very hard strata (SPT > 30) and founded on very dense sand/ gravel.
Picture taken from drawing IP(S-91)PIA©37/3(3)
Pointed C. I. Pile Shoe
For piles driven through very dense or very hard strata (SPT > 30) with hard debris or boulders
For piles to be founded on highly weathered & fractures rock.
Picture taken from drawing IP(S-91)PIA©37/3(3)
Oslo Pointed Pile Shoe
For piles to be driven in to a sloping bedrock surface or limestone area.
Picture taken from drawing IP(S-91)PIA©37/3(3)
Type of Pile Shoes (Spun Pile)
Sepatu Cerucuk Spun Jenis 1 (Cross fin pile shoe)
Sepatu Cerucuk Spun Jenis 2 Sepatu Cerucuk Spun Jenis 3 (Oslo pointed
pile shoe)
Sepatu Cerucuk Spun Jenis 1 (Cross fin pile shoe)
For piles driven through very dense or very hard strata (SPT > 30) and founded on very dense sand/ gravel.
Sepatu Cerucuk Spun Jenis 2
For piles driven through very dense or very hard strata (SPT > 30) with hard debris or boulders
For piles to be founded on highly weathered & fractures rock.
Sepatu Cerucuk Spun Jenis 3 (Oslo pointed pile shoe)
For piles to be driven in to a sloping bedrock surface or limestone area.