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CEN - EN 1536

Execution of special geotechnical work - Bored piles

active, Most Current
Organization: CEN
Publication Date: 1 September 2010
Status: active
Page Count: 86
ICS Code (Earthworks. Excavations. Foundation construction. Underground works): 93.020
scope:

This European Standard establishes general principles for the execution of bored piles (see 3.2).

NOTE 1 This standard covers piles or barrettes which are formed in the ground by excavation and are structural members used to transfer actions and/or limit deformations.

NOTE 2 This standard covers piles with circular cross-section (see Figures 1 and A.1a)) and barrettes (see 3.3) with rectangular, T or L or any other similar cross-section (see Figure 2) concreted in a single operation.

NOTE 3 In the standard the term pile is used for circular cross-section structure and the term barrette for other shapes. Both are bored piles.

This European Standard applies to bored piles (see Figure 3) with:

- uniform cross-section (straight shaft);

- telescopically changing shaft dimensions;

- excavated base enlargements; or

- excavated shaft enlargements.

NOTE The shape of a pile base and of an enlargement depends on the tool used for the excavation.

This European Standard applies (see Note) to:

- bored piles with a depth to width ratio ≥ 5;

- piles (see Figures 1 and 3) with a shaft diameter 0,3 m ≤ D ≤ 3,0 m;

- barrettes (see Figure 2) with the least dimension Wi ≥ 0,4 m, a ratio Li / Wi between its largest and its least dimensions ≤ 6 and a cross-sectional area A ≤ 15 m²;

- piles with circular precast elements used as structural member (see Figure 7) with a least dimension DP ≥ 0,3 m;

- barrettes with rectangular precast elements used as structural member with a least dimension WP ≥ 0,3 m.

NOTE The standard covers a large range of diameters. For small diameter bored piles less than 450 mm, the general specification can be adapted to cater for the lack of space (e.g. minimum bars number and spacing).

This European Standard applies to piles with the following rake (see Figure 4):

- n ≥ 4 (Θ ≥ 76°);

- n ≥ 3 (Θ ≥ 72°) for permanently cased piles.

This European Standard applies to bored piles with the following dimensions of the shaft or base enlargements (see Figure 3):

a) base enlargements:

1) in non-cohesive ground: DB / D ≤ 2;

2) in cohesive ground: DB / D ≤ 3;

b) shaft enlargements in any ground: DE / D ≤ 2;

c) slope of the enlargement in non-cohesive ground m ≥ 3;

1) in non-cohesive ground: m ≥ 3;

2) in cohesive ground: m ≥ 1,5;

d) base enlargements area of barrettes: A ≤ 15 m²;

The provisions of this European Standard apply to:

- single bored piles;

- bored pile groups (see Figure 5);

- walls formed by piles (see Figure 6).

Document History

EN 1536
September 1, 2010
Execution of special geotechnical work - Bored piles
This European Standard establishes general principles for the execution of bored piles (see 3.2). NOTE 1 This standard covers piles or barrettes which are formed in the ground by excavation and are...
September 1, 2010
Execution of Special Geotechnical Work - Bored Piles
This European Standard establishes general principles for the execution of bored piles (see 3.2). NOTE 1 This standard covers piles or barrettes which are formed in the ground by excavation and are...
February 1, 1999
Execution of Special Geotechnical Work - Bored Piles
A description is not available for this item.

References

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