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Steel Designers Manual - TheBestFriend.org

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This material is copyright - all rights reserved. Reproduced under licence from The <strong>Steel</strong> Construction Institute on 12/2/2007<br />

To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.<strong>org</strong>/<br />

<strong>Steel</strong> <strong>Designers</strong>' <strong>Manual</strong> - 6th Edition (2003)<br />

Table 29.3 <strong>Steel</strong> pile driving tolerances (TESPA) 18<br />

Pile driving and installation 899<br />

Type of pile and method of driving For pitch and For panel drive<br />

drive method or method<br />

over water<br />

Deviation normal to the wall centre line at pile head ±50 mm ±50 mm<br />

Dependent on Dependent on<br />

Finished level deviation from a specified level<br />

equipment used equipment used<br />

of pile head, after trim ±20 mm ±20 mm<br />

of pile toe<br />

Deviation from specified inclination measured<br />

over the top 1 m of wall<br />

±120 mm ±120 mm<br />

Normal to line of piles ±1% ±1%<br />

Along line of piles ±1% ±0.5%<br />

Specification for piling 19 and specifications issued by the Federation of Piling<br />

Specialists, 17 the CEN Standard EN 12063 Execution of special geotechnical works<br />

– Sheet-pile walls, 29 and the TESPA publication Installation of steel sheet piles. 18<br />

Table 29.3 is included in the TESPA publication and represents tolerance levels<br />

for sheet piling which should not be too onerous to achieve but will give results<br />

which are visually acceptable – an important feature for permanent exposed sheet<br />

piling.<br />

Accuracy of alignment will also be affected by pile stiffness, the driving equipment,<br />

and the experience of the workforce. Use of pile guide frames, which are often<br />

formed from universal beams aligned with their webs horizontal, will ensure that<br />

good alignment of the sheet piles is achieved.<br />

29.3.2 Environmental factors: noise and vibration prediction<br />

Increasing attention has been directed to environmental factors with regard to<br />

driven piles in recent years. Although the duration of the piling contract may be<br />

short in comparison with the whole contract period, noise and vibration perception<br />

may be more acute during the piling phase. Human perception is very intolerant of<br />

noise and vibration or shock transmitted through the ground, and tolerance requires<br />

careful prior education of the public. Efforts made to advise the public and to plan<br />

the precise times of driving carefully can reassure those likely to be affected in the<br />

vicinity of a pile installation and can result in the necessary cooperation.<br />

In the UK, the Control of Pollution Act (1974) provides a legislative framework<br />

for, amongst other things, the control of construction site noise. The Act defines<br />

noise as including vibration and provides for the publication and approval of<br />

codes of practice, the approved code being BS 5228. 42 Part 4 of the code deals specifically<br />

with piling noise. This code was revised in 1992 to include guidance on<br />

vibration.

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