ICE Specification for piling and embedded retaining walls, 2nd edition. Authors: The Federation of and Preliminary Pages · First Page Preview | PDF ( KB). The ICE Specification for Piling and Embedded Retaining Walls (SPERWall) is the UK's pre-eminent technical specification for piling and embedded walling. Adapted from 'Specification for piling and embedded aracer.mobi June retaining walls, Thomas Telford, London, be no direct obligations included .
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Joining the sections of cage together over the excavation will be facilitated if the cage is fabricated in one piece on the ground then split into sections before being lifted.
This is of particular advantage when couplers are used. Diagonal bracing bars are normally provided in each section of cage to ensure that it will not distort when being lifted. Specially designed lifting bars are provided at the top of each section, to which lifting shackles can be attached, and specially designed hanging bars are provided at the top of the upper section to enable the cage to be suspended at the correct level in the excavation.
If there is insufficient space available on site to fabricate the cages, it may be possible to make them at a separate location and transport them to site by road. In these circumstances the width of the cages has to be restricted to the maximum that can be transported, therefore two or three separate cages may be required in each panel.
Multiple cages may also be necessary in the case of panels founded on hard rock where a varying founding level is required. The minimum clear distance between adjacent cages in the same panel should be mm. Institution of Civil Engineers. View Chapters. Select All. For selected items: Table of Contents. Contents and Preliminary Pages. General requirements. Specification requirements and guidance notes.
Related content. No articles to recommend. ICE Specification for Piling Draft Specification for Embedded Retaining Walls unpublished. The document has a new look to make it more usable. Part A is an introduction to the essential concepts necessary to procure a piling contract.
Part B is the specification and is the only part of this document intended for incorporation in contracts. Part C provides guidance for use of the specification and essential background information for specifiers and contractors alike. This new edition also incorporates the helpful commentary produced by the Federation of Piling Specialists the essential guide from so contained in one authoritative document are all the guidance documents needed to prepare and work to this piling specification.
In terms of national standards, much has happened since the publication of the previous edition. The Eurocodes have been written and are now in widespread usage. Many European standards have now been issued as British Standards. This new edition has striven to keep pace with these fast-moving changes.
Likewise, safety standards continue to improve and the piling industry has responded positively to each new initiative. This specification has been written by practising engineers for practising engineers. It is the product of wide consultation and rigorous review to ensure that it takes account of latest developments and updates to standards. The review panel has been drawn from consultants, specialist foundation contractors and client organisations. Accordingly, this edition represents a major advance and should facilitate even more rapid development of the piling and embedded walling industry.
It is therefore commended to the UK construction industry. Finally, the ICE would like to gratefully acknowledge those individuals who have contributed so much to the development of the specification.
Consultants and contractors have collaborated to produce a compromise between a desire for exacting standards and an economical approach that balances risk and cost.
It is this long collaboration between many highly-skilled people that makes this specification so valuable.
I would like to add my thanks to the contributors for this excellent new edition of the specification. Professor Michael C. Bickerdike; A. Fawcett; K. Fleming; J. May; I.
McFarlane; D. Palmer; S. Thorburn; D. Wake; J.
Chartres; J. Findlay Chairman ; E.
Haws; D. Sherwood; V. Highways Agency Specification for piling and embedded retaining walls, D. Bush; T. Chapman; K.
Cole; B. Simpson; V.
Troughton Chairman ; D. This specification benefited from earlier contributions by J. Mitchell and A. Fawcett; J. Findlay; K. Fleming Chairman ; L. ICE Specification for piling and embedded retaining walls, T. Chapman Chairman ; J. Findlay; A. Lord; M. Evans; K. Fleming; D. Illingworth; P. Mclvor; N.
Mure; Q. Spear; L.