Pavement and Asset Management contains contributions from the World Conference on Pavement and Asset Management (WCPAM 2017, Baveno, Italy, 12-16 June 2017). For the first time, the European Pavement and Asset Management Conference (EPAM) and the International Conference on Managing Pavement Assets (ICMPA) were joining forces for a global event that aimed not only at academics and researchers, but also at practitioners, engineers and technicians dealing with everyday tasks and responsibilities related to transport infrastructures pavement and asset management. Pavement and Asset Management covers a wide range of topics, from emerging research to engineering practice, and is grouped under the following themes: - Data quality and monitoring - Economics, political and environmental management, strategies - Deterioration models - Key performance indicators - PMS-case studies - Design and materials - M&R treatments - LCA & LCCA - Risk and safety - Bridge and tunnel management - Smart infrastructure and IT Pavement and Asset Management will be valuable to academics and professionals interested and/or involved in issues related to transport infrastructures pavement and asset management.

Covers development of trenchless technology; pipejacking and microtunnelling methods equipment: shields and tunnel boring machines; pipejacking: line, drive pit, top side; equipment: microtunnelling; design concepts.

The fully revised fourth edition of this successful textbook fills a void which will arise when British designers start using the European steel code EC3 instead of the current steel code BS5950. The principal feature of the forth edition is the discussion of the behaviour of steel structures and the criteria used in design according to the British version of EC3. Thus it serves to bridge the gap which too often occurs when attention is concentrated on methods of analysis and the sizing of structural components. Because emphasis is placed on the development of an understanding of behaviour, many analytical details are either omitted in favour of more descriptive explanations, or are relegated to appendices. The many worked examples both illustrate the behaviour of steel structures and exemplify details of the design process. The Behaviour and Design of Steel Structures to EC3 is a key text for senior undergraduate and graduate students, and an essential reference tool for practising structural engineers in the UK and other countries.

In the 21st century, architects and engineers are being challenged to produce work that is concurrently sustainable and resilient. Buildings need to mitigate their impact on climate change by minimising their carbon footprint, while also countering the challenging new weather conditions. Globally, severe storms, extreme droughts and rising sea levels are becoming an increasingly reoccurring feature. To respond, a design process is required that seeks to integrate resiliency by building in the capacity to absorb the impacts of these disruptive events and adapt over time to further changes, while simultaneously being part of the solution to the problem itself. This issue of AD is guest-edited by the interdisciplinary team at Stevens Institute of Technology who developed the winning entry for the 2015 US Department of Energy Solar Decathlon competition, the SU+RE House. While particular focus is paid to this student designed and built prototype home, the publication also provides a broader discussion of the value of design-build as a model for tackling the issue of integrating sustainability and resilience, and what changes are required across education, policy, practice and industry for widespread implementation. Contributors include: Bronwyn Barry, Michael Bruno, Alex Carpenter, Adam Cohen, Ann Holtzman, Ken Levenson, Brady Peters, Terri Peters, Karin Stieldorf, Alex Washburn, Claire Weisz, and Graham Wright. Featured architects: 3XN/GXN, FXFOWLE Architects, Local Office Landscape Architecture (LOLA), Lateral Office, Skidmore, Owings & Merrill (SOM), Snohetta, Structures Design Build, and WXY Studio.

Analytical and comprehensive, this state-of-the-art book, examines the mechanics and engineering of unsaturated soils, as well as explaining the laboratory and field testing and research that are the logical basis of this modern approach to safe construction in these hazardous geomaterials; putting them into a logical framework for civil engineering and design. The book: illustrates the importance of state-dependent soil-water characteristic curves highlights modern soil testing of unsaturated soil behaviour, including accurate measurement of total volume changes and the measurement of anisotropic soil stiffness at very small strains introduces an advanced state-dependent elasto-plastic constitutive model for both saturated and unsaturated soil demonstrates the power of numerical analysis which is at the heart of modern soil mechanics studies and simulates the behaviour of loose fills from unsaturated to saturated states; explains the difference between strain-softening and static liquefaction, and describes real applications in unsaturated soil slope engineering includes purpose-designed field trials to capture the effects of two independent stress variables, and reports comprehensive measurements of soil suction, water contents, stress changes and ground deformations in both bare and grassed slopes introduces a new conjunctive surface and subsurface transient flow model for realistically analysing rainfall infiltration in unsaturated soil slopes, and illustrates the importance of the flow model in slope engineering. Including constitutive and numerical modelling, this volume will interest students and professionals studying or working in the areas of geotechnical engineering and the built environment.

Ideal for undergraduates of geotechnical engineering for civil engineers, this established textbook sets out the basic theories of soil mechanics in a clear and straightforward way; combining both classical and critical state theories and giving students a good grounding in the subject which will last right through into a career as a geotechnical engineer. The subject is broken down into discrete topics which are presented in a series of short, focused chapters with clear and accessible text that develops from the purely theoretical to discussing practical applications. Soil behaviour is described by relatively simple equations with clear parameters while a number of worked examples and simple experimental demonstrations are included to illustrate the principles involved and aid reader understanding.

Current books on project finance tend to be non-technical and are either procedural or rely heavily on case studies. In contrast, this textbook provides a more analytical perspective, without a loss of pragmatism.

Principles of Project and Infrastructure Finance is written for senior undergraduates, graduate students and practitioners who wish to know how major projects, such as residential and infrastructural developments, are financed. The approach is intuitive, yet rigorous, making the book highly readable. Case studies are used to illustrate integration as well as to underscore the pragmatic slant.

A step-by-step text on the basic tests performed in soil mechanics, Introduction to Soil Mechanics Laboratory Testing provides procedural aids and elucidates industry standards. It also covers how to properly present data and document results. Containing numerical examples and figures, the information presented is based on American Society for Testing and Materials (ASTM) standards, and US Army Corps of Engineers engineering manuals.

The authors discuss the different methods of "in situ" field methods and "ex situ" laboratory methods of soil description and identification. They present equations for the physical properties of soil and laboratory methods of soil classification. They also discuss tests for the interaction of soil and water, and hydraulic conductivity and consolidation. These tests produce information useful in the identification and characterization of soil samples and their engineering behaviors.

A comprehensive resource, the book describesthe evaluation of physical properties of soils, including mass, weight, unit weight, and mass density of the soil mass and its component phases. These properties are then expanded to define a number of weight and volumetric relationships. The book also discusses tests used in the evaluation of the density-water content relationships in soils and in the evaluation of the quality of compaction operations. These features and more make this book an excellent guide for testing soils.

Geologic hazards pose the greatest threat to human safety for any geotechnical undertaking, but it is ultimately the engineer's ability to recognize and cope with these hazards that will determine the safety of life and property. Armed with Geologic Hazards: A Field Guide for Geotechnical Engineers you will be able to properly recognize, understand various geologic hazards, and provide safe and economical construction. Eminent expert Roy E. Hunt thoroughly examines the potential for slope failures, earthquakes, ground subsidence, collapse, and expansion. Using a clear conceptual approach, he explains what measures are available to minimize or eliminate the risks associated with each of these geologic hazards.

The book sets forth the basis for recognizing, understanding, and treating geologic hazards, using general concepts rather than rigorous mathematical analyses. The author covers the prediction of slope failures through recognition of geologic and other factors that govern failure, the treatment of slopes that are potentially unstable and pose a danger to some existing development, the design and construction of stable cut slopes and sidehill fills, and the stabilization of failed slopes. He provides the foundation for determining the potential for surface movements and for preventing or controlling their effects. A section on earthquakes summarizes and links all of the aspects of earthquakes including their causes, characteristics, and surface effects. It provides a thorough grounding in how to recognize hazard potential and minimize the consequences.

There is no field within geotechnical engineering in which the state of the art is changing so rapidly. Providing the latestinformation, this resource is a useful tool for designing new projects and redesigning old ones.

Until the publication of this new book there had been a lack of well-founded guidelines for evaluating concentrations of lead in soil and its relationship to human health. Thus, much confusion has existed among regulatory agencies, industries, public health officials, and the medical community about the evaluation and remedying of lead-contaminated soils. Lead in Soil: Recommended Guidelines represents the combined efforts of a multi-disciplinary international task force from the Society for Environmental Geochemistry and Health (SEGH) whose members are experts in the fields of lead pollution and toxicology. It provides an international consensus concerning environmental lead and blood lead-especially in children. The task force evaluated the evidence and made recommendations for guidelines to appraise lead concentration. It also studied the influence of soil and other sources of lead on blood lead concentrations. A model was prepared that allows the user to select appropriate target levels of blood lead while allowing for a variety of environmental situations or regulatory criteria.

This practical guide provides the best introduction to large deformation material point method (MPM) simulations for geotechnical engineering. It provides the basic theory, discusses the different numerical features used in large deformation simulations, and presents a number of applications -- providing references, examples and guidance when using MPM for practical applications. MPM covers problems in static and dynamic situations within a common framework. It also opens new frontiers in geotechnical modelling and numerical analysis. It represents a powerful tool for exploring large deformation behaviours of soils, structures and fluids, and their interactions, such as internal and external erosion, and post-liquefaction analysis; for instance the post-failure liquid-like behaviours of landslides, penetration problems such as CPT and pile installation, and scouring problems related to underwater pipelines. In the recent years, MPM has developed enough for its practical use in industry, apart from the increasing interest in the academic world.

Accelerating economic development and urbanization has led to engineers becoming increasingly ambitious, carrying out excavations in more difficult soils, so that excavations are deeper and more extensive. These complex conditions require advanced analysis, design methods and construction technologies. Most books on general foundation engineering introduce basic analysis and design of excavation, but do not usually deal with analysis and design in practice. This book covers both areas, introducing methods currently used in modern engineering, which can readily be applied to analysis and design in actual excavations. Based on interaction between research results, analysis and teaching experience, the book is suitable for both teachers and engineers in advanced analysis and design. Each chapter ends with a series of problems and solutions, making it equally useful as a textbook for senior undergraduate and graduate levels.

Commissioned by the Cabinet Office and using hitherto untapped British Government records, this book presents an in-depth analysis of the successful project of 1986-94.
This is a vivid portrayal of the complexities of quadripartite decision-making (two countries, plus the public and private sectors), revealing new insights into the role of the British and French Governments in the process. This important book, written by Britain's leading transport historian, will be essential reading for all those interested in PPPs, British and European economic history and international relations.
The building of the Channel Tunnel has been one of Europe's major projects and a testimony to British-French and public-private sector collaboration. However, Eurotunnels current financial crisis provides a sobering backcloth for an examination of British Governments long-term flirtation with the project, and, in particular, the earlier Tunnel project in the 1960s and early 1970s, which was abandoned by the British Government in 1975.

Load Testing of Bridges, featuring contributions from almost fifty authors from around the world across two interrelated volumes, deals with the practical aspects, the scientific developments, and the international views on the topic of load testing of bridges. Volume 13, Load Testing of Bridges: Proof Load Testing and the Future of Load Testing, focuses first on proof load testing of bridges. It discusses the specific aspects of proof load testing during the preparation, execution, and post-processing of such a test (Part 1). The second part covers the testing of buildings. The third part discusses novel ideas regarding measurement techniques used for load testing. Methods using non-contact sensors, such as photography- and video-based measurement techniques are discussed. The fourth part discusses load testing in the framework of reliability-based decision-making and in the framework of a bridge management program. The final part of the book summarizes the knowledge presented across the two volumes, as well as the remaining open questions for research, and provides practical recommendations for engineers carrying out load tests. This work will be of interest to researchers and academics in the field of civil/structural engineering, practicing engineers and road authorities worldwide.

The second edition of Drawing the Line: How Mason and Dixon Surveyed the Most Famous Border in America updates Edwin Danson s definitive history of the creation of the Mason - Dixon Line to reflect new research and archival documents that have come to light in recent years. * Features numerous updates and revisions reflecting new information that has come to light on surveyors Charles Mason and Jeremiah Dixon * Reveals the true origin of the survey s starting point and the actual location of the surveyors observatory in Embreeville * Offers expanded information on Mason and Dixon s transit of Venus adventures, which would be an important influence on their future work, and on Mason s final years pursuing a share of the fabulous Longitude prize, and his death in Philadelphia * Includes a new, more comprehensive appendix describing the surveying methods utilized to establish the Mason-Dixon Line

The need for large-scale bridges is constantly growing due to the enormous infrastructure development around the world. Since the 1970s many of them have been cable-stayed bridges. In 1975 the largest span length was 404 m, in 1995 it increased to 856 m, and today it is 1104 m. Thus the economically efficient range of cable-stayed bridges is tending to move towards even larger spans, and cable-stayed bridges are increasingly the focus of interest worldwide.
This book describes the fundamentals of design analysis, fabrication and construction, in which the author refers to 250 built examples to illustrate all aspects. International or national codes and technical regulations are referred to only as examples, such as bridges that were designed to German DIN, Eurocode, AASHTO, British Standards. The chapters on cables and erection are a major focus of this work as they represent the most important difference from other types of bridges.
The examples were chosen from the bridges in which the author was personally involved, or where the consulting engineers, Leonhardt, Andra and Partners (LAP), participated significantly. Other bridges are included for their special structural characteristics or their record span lengths. The most important design engineers are also presented.

'Strangers On A Train meets The Pact in this high concept thriller: daring, dramatic and totally original, I loved it.' Gillian McAllister How far would you go to save a perfect stranger? Maggie is trapped. Dumped on her wedding day, rejected by her family and hounded by a man determined to make her suffer. Charlotte is desperate. Double-crossed by her only friend and facing total ruin, she will go to any lengths to save what matters. Two women, one night. A decision that will change everything.

Hydropower can be a source of sustainable energy, provided environmental considerations are taken into account and economic aspects of hydropower design are appropriately addressed. Using concrete-lined pressure tunnels instead of steel pipes may be economically attractive but may also have limitations due to the low tensile strength of concrete. Cracking in concrete tunnel linings can lead to loss of energy production, extensive repairs, and even accidents. One of the techniques available to improve the bearing capacity of pressure tunnels is through prestressing the concrete lining by grouting the circumferential gap between the concrete lining and the rock mass at high pressure. A classical approach to determine the bearing capacity of such tunnels is based on the theory of elasticity, assuming impervious concrete. In this research, a new concept is introduced to assess the effect of seepage on the bearing capacity of pressure tunnels. Also, an innovative approach is proposed to explore the effects of the in-situ stress ratio on the lining performance. Distinction is made based on whether the rock mass behaves as an elasto-plastic isotropic, or elastic anisotropic material. Furthermore, a simplified method is introduced to quantify seepage associated with cracks around the tunnel, which is useful for assessing tunnel stability.

Contents:
Preface. Acknowledgements. 1. Introduction. 2. Constant Chloride Diffusivity. 3. Error Function and Related Functions. 4. Time-dependent Chloride Diffusion Coefficient. 5. Diffusivity Dependent of Distance. 6. The Complete Solution of Fick's Second Law. 7. Special Problems.

Plates: Theories and Applications provides a comprehensive introduction to plate structures, covering classical theory and applications. It considers plate structures in several forms, starting from the simple uniform, thin, homogeneous metallic structure to more efficient and durable alternatives involving features such as variable-thickness, lamination, sandwich construction, fiber reinforcement, functional gradation, and moderately-thick to very-thick geometry. Different theoretical models are then discussed for analysis and design purposes starting from the classical thin plate theory to alternatives obtained by incorporation of appropriate complicating effects or by using fundamentally different assumptions. Plates: Theories and Applications alsocovers the latest developments on the topic.

Many important advances in designing modern structures have occurred over the last several years. Structural engineers need an authoritative source of information that thoroughly and concisely covers the foundational principles of the field. Comprising chapters selected from the second edition of the best-selling Handbook of Structural Engineering, Principles of Structural Design provides a tightly focused, concise, and valuable guide to the theoretical, practical, and computational aspects of structural design. This book systematically explores the fundamental concepts underlying structural design for each major type of structural material. Expert contributors authoritatively discuss steel structures, steel frame design using advanced analysis, cold-formed steel structures, reinforced concrete structures, prestressed concrete, and masonry, timber, and aluminum structures. For each construction material, the chapter explores the material properties, design considerations, and structural principles affecting overall design. Reflecting recent advances, the book includes two chapters devoted to reliability-based structural design and structure configuration based on wind engineering. Computational methods and simulation techniques illustrate the concepts of reliability-based design, while examples of real bridges highlight the application of wind engineering principles and methods. Principles of Structural Design couples fundamental concepts with advanced practices. It is an ideal introduction for newcomers to the field as well as a perfect review and quick-reference guide for seasoned engineers.

The transition from national standards for concrete structural design to Eurocode EN 1992 is the biggest change to concrete design for decades.
This new edition of Concrete Design explains the key differences between BS8110 and EN1992, and teaches the fundamentals of the design of concrete structures to comply with the Eurocodes.
With many illustrations and worked examples, this accessible textbook teaches the essentials of concrete design to EN1992 to students and professionals alike.
* Full coverage of the concrete structural Eurocode
* Detailed worked examples and tutorial problems
* Analysis of the key changes from the old national standards

The study of rock dynamics is important because many rock mechanics and rock engineering problems involve dynamic loading ranging from earthquakes to vibrations and explosions. The subject deals with the distribution and propagation of loads, dynamic responses, and processes of rocks and rate-dependent properties, coupled with the physical environment. Rock dynamics has a wide range of applications in civil, mining, geological and environmental engineering. However, due to the additional "4th" dimension of time, rock dynamics remains, in the discipline of rock mechanics, a relatively more challenging topic to understand and to apply, where documented research and knowledge are limited. Advances in Rock Dynamics and Applications provides a summary of the current knowledge of rock dynamics with 18 chapters contributed by individual authors from both academia and engineering fields. The topics of this book are wide-ranging and representative, covering fundamental theories of fracture dynamics and wave propagation, rock dynamic properties and testing methods, numerical modelling of rock dynamic failure, engineering applications in earthquakes, explosion loading and tunnel response, as well as dynamic rock support.

This reference book presents the theory and methodology to conduct a finite element assessment of concrete structures subjected to chemically induced volumetric expansion in general and alkali aggregate reaction in particular. It is limited to models developed by the author, and focuses on how to best address a simple question: if a structure suffers from AAR, how is its structural integrity jeopardized, and when would the reaction end. Subjects treated are: * Brief overview of AAR: nature of the chemical reactions, AAR in both dams and nuclear power plants, and how does it impact the mechanical properties of concrete. * Constitutive model for both the AAR expansion, and concrete nonlinearities (both smeared and discrete crack models). * Validation of the model along with a parametric study to assess what are the critical parameters in a study. * Selection of material properties for an AAR finite element simulation, followed by applications in dams and massive reinforced concrete structures. * Micro Model for improved understanding of the essence of the reaction, along with a newly proposed mathematical model for the kinetics of the reaction. * Review of relevant procedures to estimate the residual expansion of a structure suffering from AAR, along with a proposed approach to determine when the reaction will end. The book is extensively illustrated with numerous figures and provides guidance to engineers confronted with swelling in concrete infrastructures.

Understanding FIDIC explains in simple and practical terms what is often seen as a very complex range of international engineering and construction contracts. Covering the FIDIC 2017 Red, Yellow and Silver Books (referred to as "The Rainbow Suite"), the book gives an overview of all three contracts, including coverage of changes between the 1999 contracts and the present 2017 suite. FIDIC contracts are widely used as far afield as Europe, the Middle East, Asia and Australia, and this book provides a practical yet thorough guide to the key elements that practitioners preparing and administering these contracts would need to be aware of. In his approachable and readable style, Kelvin Hughes covers: The obligations and responsibilities of the Employer, the Employer's Representative, the Engineer and the Contractor Quality and Defects Liability Design Responsibility and Liability Variations, Measurement and Payment Procedures Progress, Delays, Extensions of Time and Completion Suspension and Termination Insurances Employer's and Contractor's Claims The Dispute Avoidance/Adjudication Board and the Resolution of Disputes Tendering Anyone working with FIDIC contracts whether as the Employer, Employer's Representative, Engineer or Contractor will benefit greatly from this easy-to-read guide to the Rainbow Suite. Students on professional courses or researching the contracts for project work will also find this book extremely useful.