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.

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.

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.

Collection of technical papers presented at the 5th International Conference on Stochastic Structural Dynamics (SSD03) in Hangzhou, China during May 26-28, 2003. Topics include direct transfer substructure method for random response analysis, generation of bounded stochastic processes, and sample path behavior of Gaussian processes. For scientists and researchers.

The First Southern African Geotechnical Conference was organised by the Geotechnical Division of the South African Institution of Civil Engineering (SAICE) under the auspices of the International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE) and took place at Sun City, South Africa on 5 and 6 May 2016. More than 60 papers were received from authors in South Africa, Botswana, Kenya, Tanzania, Uganda, Algeria, Austria, France, Germany, Switzerland and the United Kingdom. They represent consulting engineers and engineering geologists, contractors, academics and product specialists. The papers were grouped into the following themes: Foundations, Mining and Tailings, Modelling and Design, Site investigation, Soil Properties and Soil Reinforcement and Slopes. The wide range of topics is considered to be thoroughly representative of the current activities of the geotechnical industry in the Southern African Region.

For courses in Structural Technology and Statics and Strength of Materials. A market leader, Elementary Structures for Architects and Builders, Fifth Edition provides an introduction to building structures and materials, covering essential topics in statics and mechanics of materials, and an introduction to structural analysis and design. Topics include structural properties of area, stress and strain, properties of structural materials, shear and moment, flexural and shearing stresses, deflection and indeterminate beams, beam design and framing, elastic buckling of columns and trusses. Ideal for today's visually oriented student, it offers over 600 illustrations and full-page architectural sketches to clarify text concepts. A comprehensive set of appendices and numerous examples makes it an excellent resource for students and professionals preparing for the architectural registration examination.

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.

This book focuses on: (1) the physics of the fundamental dynamics of fluids and of semi-immersed Lagrangian solid bodies that are responding to wave-induced loads; (2) the scaling of dimensional equations and boundary value problems in order to determine a small dimensionless parameter e that may be applied to linearize the equations and the boundary value problems so as to obtain a linear system; (3) the replacement of differential and integral calculus with algebraic equations that require only algebraic substitutions instead of differentiations and integrations; and (4) the importance of comparing numerical and analytical computations with data from laboratories and/or nature.

The ever-increasing traffic demands, coupled with deteriorating condition of bridge structures, present great challenges for maintaining a healthy transportation network. The challenges encompass a wide range of economic, environmental, and social constraints that go beyond the technical boundaries of bridge engineering. Those constraints compound the complexity of bridge projects and motivate innovations in bridge engineering technology towards the design and construction of sustainable bridges. The sustainability aims at minimizing the cost of bridge construction projects and the associated environmental impact on the society, while maintaining healthy economic development. On August 24-25, 2015, bridge engineers from all over the world gathered at the 8th New York City Bridge Conference to discuss and share experiences on the construction and maintenance of sustainable bridge structures. This volume contains a selection of papers that were presented at the conference. The peer-reviewed papers are valuable contributions to the state of the art in bridge engineering and of archival quality.

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.

Expansive soils are a worldwide problem. The estimated damage to buildings, roads and other structures built on expansive soils exceeds fifteen billion US dollars annually. With their ability to swell and shrink in relation to the environment's water content, expansive soils are considered as geonatural hazards and form a challenge to geotechnical and construction engineers. To address the problems associated with these soils, this edited book provides expert contributions on the recent advances in the characteristics and treatment of expansive soils as well as an evaluation of and remedial measures suggested for structures built on expansive soils. Expansive Soils: Recent Advances in Characterization and Treatment provides the reader with easy and specific access to the information needed. Containing contributions by 52 experts from 22 countries, it gives a truly worldwide perspective of the problems and solutions associated with expansive soils. It is a valuable reference for engineers, researchers and (graduate) students working on expansive soils, soil improvement and foundation engineering.

The Cam-Clay model is a fundamental constitutive model in soil mechanics, but is only suitable for normally consolidated clay under triaxial compression stress states. The SMP failure criterion is the most reasonable three-dimensional extension of the Mohr-Coulomb failure criterion from the point of view of its physical meaning, mathematical expression and geometrical presentation. To integrate the Cam-Clay model with the SMP criterion and extend it to sand and other geomaterials is one of the fundamental tasks in geotechnical engineering. This book introduces the SMP criterion, the integration of the SMP criterion with the well-known Cam-clay model, and the application of the SMP criterion to the general elastoplastic constitutive models for geomaterials like clay, sand and unsaturated soil. In addition to the theoretical development of constitutive models, the book is full of high-quality experimental data obtained from conventional and true triaxial tests on various soils. The scope and the level of the book ensure that it will be a valuable resource for postgraduate students, academics and geotechnical engineering professionals alike

Soilbags, Donow in Japanese, have been commonly used as temporary structures, rather than as real earth reinforcement construction parts, because of their rapid deterioration on prolonged exposure to sunlight. The amazing bearing capacity of soilbags has, however, initiated the development of a novel and effective earth reinforcement method in which the bearing capacity of soft foundations can be greatly improved. The bearing load of quality-controlled soilbags can reach 10% of that of concrete, and their durability as a semi-permanent material can exceed 50 years, provided that direct exposure to sunlight and ultra-violet rays is avoided. A New Earth Reinforcement Method Using Soilbags covers the development, properties and characteristics of soilbags, as well as design features of structures built with soilbags. The geotechnical applications of this method in railway ballast foundation reinforcement, soft building foundation reinforcement and retaining wall and embankment constructions are extensively described and richly illustrated by reference to case studies from Japan. the method in earth reinforcement and civil engineering construction in other countries. Developing countries may have particular interest in the soilbag method as an effective and economical alternative for conventional earth reinforcement techniques. This volume is intended for geotechnical and foundation engineers and other professionals working on earth reinforcement. It may serve as a supplementary information source on earth reinforcement for graduate students in soil mechanics and foundation engineering.

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.

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

Conservation of monuments and historic sites is one of the most challenging problems facing modern civilization. It involves various cultural, humanistic, social, technical, economical and administrative factors, intertwining in inextricable patterns. The complexity of the topic is such that guidelines or recommendations for intervention techniques and design approaches are difficult to set. The Technical Committee on the Preservation of Monuments and Historic Sites (named TC19) was established by the International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE) in 1981, is supported by the Italian Geotechnical Society (AGI), and renamed TC301 in 2010. Geotechnics and Heritage, collects relevant case histories on the role of geotechnical engineering in the preservation of monuments and historic sites, and is an addition to the Proceedings of the two International Symposia organized by the Committee in Napoli in 1994 and 2013. The contributions in the book prove the significant role geotechnical engineering plays in conservation of historic building and monuments.

Updated edition of a best-selling title
Author brings 25 years experience to the work
Addresses the key issues of economy and environment
Marine pipelines for the transportation of oil and gas have become a safe and reliable way to exploit the valuable resources below the world s seas and oceans. The design of these pipelines is a relatively new technology and continues to evolve in its quest to reduce costs and minimise the effect on the environment.
With over 25years experience, Professor Yong Bai has been able to assimilate the essence of the applied mechanics aspects of offshore pipeline system design in a form of value to students and designers alike. It represents an excellent source of up to date practices and knowledge to help equip those who wish to be part of the exciting future of this industry.

"Sex and the Second-Best City" deals with the topics of sex and society in the Laws of Plato with recourse to historical context and modern critical theory. It examines reconstructions of ancient "sexuality" with a view to increased clarification. The text of the Laws is considered, along with many of its literary qualities, its influences and the utopian plan that it proposes. Plato's narrator has outlined a theory by which sexuality can be controlled through the manipulation of people's thoughts. A significant portion of this inquiry deals with education in the hypothetical polis (Magnesia) and the part that this is designed to play specifically in terms of sex-role stereotyping. The Laws spins manliness as the ideal model for citizens to imitate in their mandatory pursuit of virtue. The reformulation of the Magnesian oikos entails a "brave new femininity" in which women must become more like (idealised) men in terms of "manly" enkrateia. Men must become less like women are perceived to be. A law is drafted to ban same-sex activities, considered "womanish," but there is uncertainty over whether or not it will be enforced. Psychology and propaganda, religion, education, the family and government all work together to shape the moral hygiene of Magnesia.

Written for university students taking first-degree courses in civil engineering, environmental and agricultural engineering, Problem Solving in Soil Mechanics stimulates problem-solving learning as well as facilitating self-teaching. Generally assuming prior knowledge of subject, necessary basic information is included to make it accessible to readers new to the topic.

Filled with worked examples, new and advanced topics and with a flexible structure that means it can be adapted for use in second, third and fourth year undergraduate courses in soil mechanics, this book is also a valuable resource for the practising professional engineer as well as undergraduate and postgraduate students.

Primarily designed as a supplement to Soil Mechanics: Basic Concepts and Engineering Applications, this book can be used by students as an independent problem-solving text, since there are no specific references to any equations or figures in the main book.

The field of experimental unsaturated soil mechanics has grown considerably over the last decade. In the laboratory and in the field, innovative techniques have been introduced into mechanical, hydraulic, and geo-environmental testing. Normally, this information is widely dispersed throughout journals and conference proceedings and it is often difficult to identify suitable equipment and instrumentation for research or professional purposes. In this volume, however, the authors bring together the latest research in laboratory and field testing techniques, and the equipment employed, and examine the current state-of-the-art in a forum devoted solely to experimental unsaturated soil mechanics. The papers published in the proceedings were peer-reviewed by internationally-recognized researchers. The topics tackled by the papers include suction measurement, suction control, mechanical and hydraulic laboratory testing, geo-environmental testing, and field-testing.

Autoclaved Aerated Concrete (AAC), known in the UK as Aircrete, has gained world-wide recognition as a high quality, innovative construction material which has been extensively used in a wide range of residential, commercial and industrial buildings. Recently there have been a number of innovative developments in AAC manufacturing processes, product properties and construction methods, resulting in enhanced performance to meet increasingly stringent building design requirements whilst ensuring environmental compliance. Indeed, AAC products have shown potential for being a universal material that can underwrite commercial, social, and sustainable development. Innovations and developments in AAC production and usage, forms part of the Proceedings of the two-day International Conference organised by the Concrete and Masonry Research Group at Kingston University, held in September 2005. The Conference deals with issues such as raw materials, manufacturing techniques and product characteristics that satisfy ever more demanding energy, design, structural and environmental requirements for sustainable development.

The Leaning Tower of Pisa is known worldwide for its five-degree lean. The Tower is the Campanile of the Cathedral, which together with the Baptistry and Cemetery form a breath-taking collection of monuments which are regarded as supreme examples of early Renaissance Romanesque architecture. In March 1990 the Tower was closed to the public as it was declared unsafe and close to collapse. A Commission was set up by the Italian Government with the task of developing and implementing stabilization measures. This book begins with a brief description of the history of the Tower and its construction. The reader is then introduced to the huge challenges faced by the Commission in designing and implementing appropriate stabilization measures whilst at the same time satisfying the demanding requirements of conserving a world heritage monument. In particular, two historical studies are described which proved to be most valuable in arriving at suitable stabilization measures. The first was a deduction of the history of inclination of the tower during and subsequent to construction. The results of this study were used to calibrate a sophisticated numerical model of the tower and the underlying very soft ground which proved vital in evaluating the effectiveness of various stabilization schemes. The second study was of measurements of movement made since 1911. This latter study revealed an unexpected mechanism of foundation movement which proved crucial in developing the temporary and permanent stabilization measures and which resulted in the Tower being re-opened to the public in June 2001. The book will appeal to both professionals and students in the fields of Architecture and Civil Engineering. It will also interest specialised audiences of geotechnical engineers and conservation architects. It may also be of wider interest to anyone planning to visit Pisa or who is intrigued as to what caused the Tower to lean and how it was stabilized.

Analysis and design of geotechnical structures combines, in a single endeavor, a textbook to assist students in understanding the behavior of the main geotechnical works and a guide for practising geotechnical engineers, designers, and consultants. The subjects are treated in line with limit state design, which underpins the Eurocodes and most North America design codes. Instructors and students will value innovative approaches to numerous issues refined by the experience of the author in teaching generations of enthusiastic students. Professionals will gain from its comprehensive treatment of the topics covered in each chapter, supplemented by a plethora of informative material used by consultants and designers. For the benefit of both academics and professionals, conceptual exercises and practical geotechnical design problems are proposed at the end of most chapters. A final annex includes detailed resolutions of the exercises and problems.

Following the popularity of the previous edition, Shallow Foundations: Bearing Capacity and Settlement, Third Edition, covers all the latest developments and approaches to shallow foundation engineering. In response to the high demand, it provides updated data and revised theories on the ultimate and allowable bearing capacities of shallow foundations. Additionally, it features the most recent developments regarding eccentric and inclined loading, the use of stone columns, settlement computations, and more. Example cases have been provided throughout each chapter to illustrate the theories presented.