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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) Chapter 29 Steel piles by TONY BIDDLE and ED YANDZIO This chapter is intended to serve as an introduction to the subject of steel piling and a source of reference for further reading where detail design is required. It is divided into two main parts, i.e. 29.1 for bearing piles and 29.2 for sheet piles. 29.1 Bearing piles 29.1.1 Uses Bearing piles are used mainly to support vertical loads for which the main design requirements are to restrict average settlement to a reasonable amount, eliminate differential settlement, and achieve an adequate factor of safety or load factor against overload. Steel piling offers many advantages compared with other types including: • Reduced foundation construction time and site occupation • Reliable section properties without need for onsite pile integrity checking • Inherently high strength to weight ratio • Higher end bearing resistance in granular soils and rocks mobilized by pile driving as compared with boring • Pile load capacity can be confirmed during driving by dynamic pile analysis (DPA) on each pile • Low displacement of adjacent soils during driving and no arisings • Easily removed for site reinstatement • Reusable or recyclable following extraction • Closer spacing possible. The ability to be transported and handled without concern for overstressing due to self-weight is an important consideration where piles need to be lifted, pitched and driven in long lengths, e.g. maritime structures. Steel piles can withstand high driving stresses, thereby enabling them to be installed without significant damage through difficult strata such as brownfield sites and subsurface layers of boulders or weathered rock. Energy-absorbing structures such as jetties and dolphins can be particularly well constructed in steel by virtue of its ability to offer large elastic deformation 867
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