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SPECIFICATION FOR PILING AND EMBEDDED RETAINING WALLS PDF

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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 ronaldweinland.info June retaining walls, Thomas Telford, London, be no direct obligations included .

Except as permitted by the Copyright, Designs and Patents Act , no part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without the prior written permission of the Publishing Director, Thomas Telford Publishing, Thomas Telford Ltd, 1 Heron Quay, London E14 4JD. While every effort has been made to ensure that the statements made and the opinions expressed in this publication provide a safe and accurate guide, no liability or responsibility can be accepted in this respect by the authors or publishers. This specification has been one of the most popular of the ICE s standard specifications and has been influential in raising piling standards in the UK and in other places where it has been used. The vast majority of UK piling contracts now refer to it or to derivatives via the National Building Specification or the Highways Agency s Specification for Highway Works , and its requirements are well known to most specialist consultants and contractors. The existence of a standard agreed way of executing piling works helps to reduce conflict on site and enables consultants to design more economically by having confidence in how site works will be carried out.

For and embedded retaining walls piling pdf 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.

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Palmer; S. Thorburn; D. Wake; J. Chartres; J.

Walls piling retaining specification pdf and embedded for

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.

ICE Specification for Piling and Embedded Retaining Walls 2nd Ed

Evans; K. Fleming; D. Illingworth; P. Mclvor; N. Mure; Q. Spear; L. Stansfield; V. Troughton Chairman ; S. Wade; C. ICE Specification for piling and embedded retaining walls, R.

Lawrence Specialist contributors to individual chapters , Arup; B. Marsh Specialist contributors to individual chapters , Arup; P. Ross Specialist contributors to individual chapters , Arup; D. White Specialist contributors to individual chapters , Steel Piling Group.

The steering group acknowledges the interest and effort expanded by many other members of the participating teams and the interest and help afforded generally by practicing colleagues and contemporaries.

ICE Specification for Piling and Embedded Retaining Walls

The authors and their organizations have also supported the production of this document by generous donation of their time. Earlier versions were published in and in SPERW has been updated to reflect the latest piling techniques and procurement methods used in the United Kingdom UK foundations market, and the introduction of European Standards. SPERW is intended for use as a technical specification for piling and embedded walling works either on land or near to shore.

It is not applicable for offshore works. SPERW comprises three parts as follows: Part A General requirements Part B Specification requirements Part C Guidance notes Part A is general guidance describing the requirements typically necessary for the successful construction of piling and embedded retaining walls. Information is given on the tendering process, design and on issues such as safety, quality and the environment.

Part B is the main technical Specification advocated for use on piling and embedded walling works in the UK. Part B comprises 19 sections covering the main piling and embedded walling methods, and the most common testing methods and materials used in these types of foundations works. Definitions are given in Section B1. Part C provides specific guidance on the use of each of the 19 sections within the Specification Part B.

This guidance collates the experiences of contractors and consultants involved for many years with piling and embedded retaining walls. It is intended that this document continues to be used as the UK national standard Specification for piling and embedded retaining walls and that specifiers will continue to refer only to SPERW so that its standard clauses need not be reproduced for every contract.

Specifiers should refer only to the relevant sections within Part B that are applicable for the foundation type, as indicated by the asterixes in Table 1. Accordingly it does not contain detailed guidance on contract documentation and measurement.

For further guidance on contract documentation and measurement relevant for piling and embedded retaining walls, see Part B of SPERW relates to materials and workmanship and is not a design document.

Retaining pdf embedded for and walls piling specification

Every effort has been made to avoid conflict between this Specification, the ICE conditions, the JCT conditions and other forms of contract. However, certain clauses in the ICE conditions do not have parallel clauses in other conditions. Therefore, clauses in this Specification, which the Engineer considers are covered by the contract conditions, should be amended or deleted.

Some of these have been published and some are still being prepared. The Eurocode Standards provide common structural design rules for everyday use in the design of whole structures and component products of both a traditional and an innovative nature. The Eurocode programme comprises ten Standards which generally consist of a number of parts.

ICE Specification for Piling and Embedded Retaining Walls

In addition to the Eurocodes, there are several European Standards that cover the execution procedures for geotechnical works which have been prepared to stand alongside BS EN as well as a range of CEN Standards which address testing procedures.

Also some British Standards have been harmonized with the European Standards so that they now comply with them. This document has been designed for use with common practices, but is not intended to inhibit innovation.

Novel solutions, such as the use of ribbed piles, piles with shaft enlargements or enlarged heads to piles, can be used with this Specification provided that additional clauses are included in the Project Specification which will ensure that the final product is constructed in accordance with the design requirements. Information is given on the tendering process and on issues such as safety, quality and the environment. 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.

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