SPECIFICATION FOR PILING AND EMBEDDED RETAINING WALLS PDF
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 custom-speeches.com June retaining walls, Thomas Telford, London, be no direct obligations included .
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It documents the latest piling techniques and procurement methods used in the foundations sector whilst incorporating the changes introduced by the new European Standards.
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Select All. For selected items: Table of Contents. Contents and Preliminary Pages. General requirements. Specification requirements for piling and embedded retaining walls. Guidance notes on specification requirements for piling and embedded retaining walls. 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.
Table of Contents
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. 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.
ICE Specifications for Piling and Embedded Retaining Walls, 3rd Edition
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. 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. 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. Within the Specification reference is made to the roles of the Engineer and the Contractor.
ICE Specification for Piling and Embeded Retaining Wall
As this Specification is published by the ICE, the Engineer is assumed to have full delegated powers to control the contract and is acting on behalf of the Employer. The two parties to the contract are the Employer and the Contractor. Where piling or embedded walling works are executed under a contract which is not governed by ICE conditions, the Project Specification should state which bodies are to be nominated in their place.
Where the Contractor has design responsibility under the terms of the contract, the Project Specification should state the role of the Engineer. An example Project Specification is given in Appendix 1.
The term Contractor is always deemed to mean the principal or main contractor appointed by the Employer to undertake the contract works. This could be a specialist piling or walling contractor where they are appointed directly by the Employer. This document specifies only the direct contractual responsibilities between the Employer and their Contractor.
It is recognized that under different contract philosophies the Contractor may opt to delegate some or all of their responsibilities to other organizations such as subcontractors. Responsibilities between the Contractor and their subcontractors and suppliers should be specified in the subcontract documentation and, in the absence of any provisions to the contrary, the Contractor will always be taken to mean the party that is in contract with the Employer.
In Part C of this document the role of Designer is introduced alongside the Engineer and the Contractor. This is to help clarify responsibilities as, for the design of piling or embedded walling works, either the Engineer or the Contractor can be responsible for the design of all, or part of, the foundation scheme, the choice of method, and the piles or wall elements. Piling is potentially a dangerous activity and, as a minimum, the Contractor must carry out the works in compliance with the requirements of UK law, and pay particular regard to the Health and Safety at Work Act and other safety legislation that is in force and is applicable to the health and safety of persons involved with or affected by the execution of the contract.
All construction plant must be maintained and operated in a safe manner.
The Contractor should submit a Health and Safety Plan with the tender, which should include the following: Specification for piling and embedded retaining walls. This shall take account of any hazard information supplied by the Employer.
Immediately prior to starting work for the first time the Contractor should make any necessary amendments to the tender Health and Safety Plan which should be agreed with the Engineer.Findlay; A.
Troughton Chairman ; D.
One or both of them could also be twisted. The Eurocode programme comprises ten Standards which generally consist of a number of parts. This edition has been updated to reflect the latest piling techniques and procurement methods used in the geotechnical sector, as well as revisions to the Eurocodes, British Standards and CIRIA guides. Where piling or embedded walling works are executed under a contract which is not governed by ICE conditions, the Project Specification should state which bodies are to be nominated in their place.