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FOREWORD
This publication is a reference document that presents a review of the principles and
practice related to design and construction of foundation, with specific reference to ground
conditions in Hong Kong. The information given in the publication should facilitate the use
of modern methods and knowledge in foundation engineering.
The Geotechnical Engineering Office published in 1996 a reference document (GEO
Publication No. 1/96) on pile design and construction with a Hong Kong perspective. In
recent years, there has been a growing emphasis on the use of rational design methods in
foundation engineering. Many high-quality instrumented pile loading tests were conducted,
which had resulted in better understanding of pile behaviour and more economic foundation
solutions. The Geotechnical Engineering Office sees the need to revise the publication to
consolidate the experience gained and improvement made in the practice of foundation
design and construction. The scope of the publication is also expanded to cover the key
design aspects for shallow foundations, in response to the request of the practitioners. Hence,
a new publication title is used.
The preparation of this publication is under the overall direction of a Working Group.
The membership of the Working Group, given on the next page, includes representatives
from relevant government departments, the Hong Kong Institution of Engineers and the
Hong Kong Construction Association. Copies of a draft version of this document were
circulated to local professional bodies, consulting engineers, contractors, academics,
government departments and renowned overseas experts in the field of foundation
engineering. Many individuals and organisations made very useful comments, many of
which have been adopted in finalising this document. Their contributions are gratefully
acknowledged.
The data available to us from instrumented pile loading tests in Hong Kong are
collated in this publication. Practitioners are encouraged to help expand this pile database by
continuing to provide us with raw data from local instrumented pile loading tests. The data
can be sent to Chief Geotechnical Engineer/Standards and Testing.
Practitioners are encouraged to provide comments to the Geotechnical Engineering
Office at any time on the contents of the publication, so that improvements can be made in
future editions.
Raymond K S Chan
Head, Geotechnical Engineering Office
January 2006
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