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This publication replaces the CIRIA report from 1984, R104 Design of retaining walls embedded in stiff clays. It provides best practice guidance on the selection and design of vertical embedded retaining walls.
This book describes and explains the many features of ground engineering that require special design attention to ensure safety and adequate performance. It is useful for civil and structural engineers code-drafting committees; clients; structural-design students and public authorities.
Volume 3 of this Handbook deals with foundations. It presents spread foundations starting with basic designs right up the necessary proofs. The section on pile foundations covers possible types of piles and their design, together with their load-bearing capacity, suitability, sample loads and testing. A further chapter explains the use, manufacture and calculation of caissons, illustrated by real-life examples. There is comprehensive coverage of the possibilities for stabilising excavations, together with the relevant area of application, while another section is devoted to the useful application of trench walls. Shore protection is treated in a special contribution covering sheet pile walls, while all types of slope protection and retainments are described in detail with excellent illustrations. Two further contributions are devoted to the special topics of machine foundations and foundations in subsidence regions. The entire book is an indispensable aid in the planning and execution of all types of foundations found in practice, whether for academics or practitioners.
The ICE Specifications for Piling, published in 1988 provided a standard document for the range of different piling construction techniques commonly used in the UK. Here, this specification includes significant changes, and covers embedded retaining walls.
Much of the urban development in the UK is founded on heavily overconsolidated sedimentary clays, which are particularly susceptible to swelling and softening following the reduction in stress caused by retaining wall construction. Moreover, the low permeability of these clays means the swelling and softening is likely to extend over many years or decades following completion of construction. For these reasons, design of embedded walls for long term stability may be critical. This report describes the results from continued monitoring over many years of various embedded retaining structures instrumented by TRL. The types of structure fall into two categories. Firstly, the report covers walls instrumented during construction where monitoring has been continued in the longer term. Secondly, it covers walls constructed between 1972 and 1975 and instrumented whilst in service to evaluate their long term behaviour.
First published in 1996, this updated guide provides practical advice on the use of ICE (Institute of Civil Engineers) specifications and includes a detailed commentary on each section with references to specific clauses. (Technology & Industrial Arts)
ICE Manual of Geotechnical Engineering, Second edition brings together an exceptional breadth of material to provide a definitive reference on geotechnical engineering solutions. Written and edited by leading specialists, each chapter provides contemporary guidance and best practice knowledge for civil and structural engineers in the field.
This book presents basic design theories and principles and provides detailed analysis for excavation failure cases based on the author's research experience, aiming to provide a comprehensive picture of the subject matter. It focuses on the basal heave stability analysis, the apparent earth pressure as well as the strut force determination, the retaining wall deflection, the ground settlement, the protection measures such as jet grouting slabs or piles, case reports, back analysis methodology. From the very basic to the most advanced, it tries to attain theoretical rigorousness and consistency. On the other hand, this book also tries to cope with design practice, implemented by the recent publications from the authors. Students, researchers, and design engineers working in the field of civil engineering could benefit from this book.