Sponsored by the Technical Council on Lifeline Earthquake Engineering of ASCE. On December 1-4, 2007, a series of storms with hurricane-force winds and heavy rains lashed the U.S. Pacific Northwest, hitting southwestern Washington and northwestern Oregon especially hard. These storms dropped 37 cm (14.5 in) of rain with gusts up to 206 km/h (129 mph). The storms caused major flooding and landslides, taking five lives and causing extensive damage to infrastructure throughout the region. This TCLEE report discusses in detail the effects of the Pacific Northwest Storms on lifeline infrastructure systems: highways, electric power, water, wastewater/stormwater, telecommunications, coasts and waterways, and emergency response. Chapters focus on a particular system and provide an overview of the system's performance, following by a discussion of the system, its damage, the emergency response, and recover. Each chapter finishes with observations and recommendations. This monograph will be of particular interest to civil engineers, managers, planners, and government officials charged with maintaining lifeline infrastructure systems during extreme wind events and other natural hazards.

This book is focused on the seismic vulnerability assessment methods, applied to existing buildings, describing several behaviors and new approaches for assessment on a large scale (urban area). It is clear that the majority of urban centers are composed of old buildings, designed according to concepts and rules that are inadequate to the seismic context. How to assess the vulnerability of existing buildings is an essential step to improve the management of seismic risk and its prevention policy. After some key reminders, this book describes seismic vulnerability methods applied to a large number of structures (buildings and bridges) in moderate (France, Switzerland) and strong seismic prone regions (Italy, Greece). Contents 1. Seismic Vulnerability of Existing Buildings: Observational and Mechanical Approaches for Application in Urban Areas, Sergio Lagomarsino and Serena Cattari. 2. Mechanical Methods: Fragility Curves and Pushover Analysis, Caterina Negulescu and Pierre Gehl. 3. Seismic Vulnerability and Loss Assessment for Buildings in Greece, Andreas J. Kappos. 4. Experimental Method: Contribution of Ambient Vibration Recordings to the Vulnerability Assessment, Clotaire Michel and Philippe Gueguen. 5. Numerical Model: Simplified Strategies for Vulnerability Seismic Assessment of Existing Structures, Cedric Desprez, Panagiotis Kotronis and Stephane Grange. 6. Approach Based on the Risk Used in Switzerland, Pierino Lestuzzi. 7. Preliminary Evaluation of the Seismic Vulnerability of Existing Bridges, Denis Davi. About the Authors Philippe Gueguen is a Senior IFSTTAR Researcher at ISTerre, Joseph Fourier University Grenoble 1, France

Sponsored by the Coasts, Oceans, Ports, and Rivers Institute of ASCE; Port and Airport Research Institute of Japan. On March 11, 2011, a magnitude 9.0 earthquake rumbled off the east coast of Japan, followed by a tsunami that generated waves more than 18 meters high. The earthquake and tsunami caused devastation throughout the Tohoku and Sendai regions of Japan, killing nearly 16,000 people and causing damage estimated at more than US$126 billion. For seven days in May 2011, an ASCE/COPRI Coastal Structures Team investigated the earthquake and tsunami effects specific to engineered coastal structures, coastal landforms, and coastal processes in northeast Japan. Joined by colleagues from Japan's Port and Airport Research Institute, the survey team observed five categories of coastal protection structures: coastal dikes, tsunami seawalls, floodwater gates, breakwaters, and vegetated greenbelts. This report provides background to the field investigation, including an event summary, the tectonic and geologic setting, and the generation, propagation, and runup of the tsunami. It then describes 11 mechanisms causing damage or failure and includes photographs illustrating the effects each mechanism. Finally, the report presents lessons learned regarding what worked and what didn't and how this knowledge can be used to engineer against future natural disasters. For coastal engineers, structural engineers, geotechnical engineers, and disaster risk managers, the observations and analysis in this report provide critical information for engineering infrastructure that withstands major earthquake and tsunami events.

Earthquake Protection of Building Equipment and Systems presents a framework for applying the latest earthquake engineering research to the non-structural elements of individual building projects, concentrating on mechanical and electrical systems. The seismic performance of these systems and their components is critical in order to minimise damage and life-threatening risks associated with seismic events while also protecting capital investment. And just as the seismic engineering of structures is shifting from prescriptive-based standards to performance-based approaches, the same is happening for building equipment and systems. For practising engineers, a gap has opened between what is required and what is available to meet those requirements. In this book, Gatscher, McGavin, and Caldwell bridge that gap. They prescribe a systems engineering approach to non-structural design and present several case studies to demonstrate this approach. They provide an extensive survey of different methods for qualifying equipment and systems, including analysis, dynamic testing, earthquake experience data, and comparative assessment using combined methods. They also address issues of implementation, including qualification ownership, component life-cycle, and verification tools. This book is a must-have for any engineer designing or specifying nonstructural systems and their components for a building in an area with seismic risks. It will also be a valuable reference for architects, construction managers, and building code officials.

Landslides have geological causes but can be triggered by natural processes (rainfall, snowmelt, erosion and earthquakes) or by human actions such as agriculture and construction. Research aimed at better understanding slope stability and failure has accelerated in recent years, accompanied by basic field research and numerical modeling of slope failure processes, mechanisms of debris movement, and landslide causes and triggers. Written by seventy-five world-leading researchers and practitioners, this book provides a state-of-the-art summary of landslide science. It features both field geology and engineering approaches, as well as modeling of slope failure and run-out using a variety of numerical codes. It is illustrated with international case studies integrating geological, geotechnical and remote sensing studies, and includes recent slope investigations in North America, Europe and Asia. This is an essential reference for researchers and graduate students in geomorphology, engineering geology, geotechnical engineering and geophysics, as well as professionals in natural hazard analysis.

The purpose of this book is to get a practical understanding of the most common processing techniques in earthquake seismology. The book deals with manual methods and computer assisted methods. Each topic will be introduced with the basic theory followed by practical examples and exercises. There are manual exercises entirely based on the printed material of the book, as well as computer exercises based on public domain software. Most exercises are computer based. The software used, as well as all test data are available from http: //extras.springer.com.

This book is intended for everyone processing earthquake data, both in the observatory routine and in connection with research. Using the exercises, the book can also be used as a basis for university courses in earthquake processing.

Since the main emphasis is on processing, the theory will only be dealt with to the extent needed to understand the processing steps, however references will be given to where more extensive explanations can be found.

Includes
Exercises
Test data
Public domain software (SEISAN)
available from http: //extras.springer.com

New Edition: Introduction to Computational Earthquake Engineering (3rd Edition)Introduction to Computational Earthquake Engineering covers solid continuum mechanics, finite element method and stochastic modeling comprehensively, with the second and third chapters explaining the numerical simulation of strong ground motion and faulting, respectively. Stochastic modeling is used for uncertain underground structures, and advanced analytical methods for linear and non-linear stochastic models are presented. The verification of these methods by comparing the simulation results with observed data is then presented, and examples of numerical simulations which apply these methods to practical problems are generously provided. Furthermore three advanced topics of computational earthquake engineering are covered, detailing examples of applying computational science technology to earthquake engineering problems.

Proceedings of the 2010 Earth Retention Conference held in Bellevue, Washington, August 1-4, 2010. Sponsored by the Earth Retaining Structures Committee of the Geo-Institute of ASCE. This Geotechnical Special Publication (GSP 208) contains 72 papers that examine the major developments over the past 20 years in the design and construction practice of earth-retaining structures worldwide. Topics include: supported excavations mechanically stabilized earth retaining walls seismic evaluation of retention systems numerical analyses of retention systems load and resistance factor design landslide stabilization

Seismic Loads: Guide to the Seismic Load Provisions of ASCE 7-05 provides authoritative explanations of the seismic provisions offered in Minimum Design Loads for Buildings and Other Structures href=http: //www.asce.org/Product.aspx?isbn=9780784408094 target=_blank>Minimum Design Loads for Buildings and Other Structures, Standard ASCE/SEI 7-05. With clear, concise language, Seismic Loads illustrates key concepts and guides structural engineers in applying the most current thinking in this rapidly changing discipline to the design of new structures. The book offers more than 20 detailed examples that analyze specific provisions of the standard and demonstrate the application of the provision in evaluating the seismic loading requirements for building structures. The examples guide structural engineers through the process of assessing conditions such as: identifying occupancy, importance, and seismic design categories, selecting a structural system, and analyzing the seismic requirements. Topics include building irregularities, structural analysis, system forces, and load factors, as well as drift and P-delta effects. Seismic Loads includes a frequently asked questions section and three appendixes with supplementary material. This book is an essential supplement to Standard ASCE/SEI 7-05 for all engineers, architects, and construction professionals who work on projects in seismically active locations. About the Author Finley A. Charney, Ph.D., P.E., is an associate professor of civil engineering at Virginia Polytechnic and State University and president of Advanced Structural Concepts in Blacksburg, Virginia.

Prepared by the Technical Council on Lifeline Earthquake Engineering of ASCE and the Japan Society of Civil Engineers On August 15, 2007, at 6:40 p.m. local time, a magnitude 8.0 earthquake occurred off the coast of southern Peru, about 145 km from Lima. More than 4,500 aftershocks had been registered as of August 30, 2007, 30 of them had Modified Mercalli Intensity between 3 and 5. The social and economic impact of the earthquake was significant--519 people died and more than 1,300 were injured. Tens of thousands of homes, churches, schools, and hospitals collapsed or were damaged. The estimated economic losses, including to lifeline infrastructure, were about US$300 million. The hardest hit cities were Pisco, Chincha Alta, Canete, and Ica. Damage was also observed in Yuayos, Huaytara, and Castrovirreyna. This TCLEE Monograph discusses in detail the effects of this earthquake on lifeline systems: electric power, communication, water and wastewater, highways, ports, gas and fuel tanks, and emergency response. Lifeline systems within hospitals and educational institutions are also discussed. Most lifeline chapters start with an overview of the system performance, followed by sections that describe the system, its damage, emergency response, and recovery. Each chapter finishes with conclusions and recommendations.

• practically oriented reference volume on soft soil engineering
• contains case studies of soft soil techniques from all over the world

New Techniques on Soft Soils covers a wide range of updated techniques on several topics, such as site investigation, vertical drains, surcharge, piled embankment, granular piles, deep mixing, monitoring and performance. An essential reference for designers and practitioners involved in soft soil construction, it provides a comprehensive view of current experiences and opinions of researchers and professionals from different parts of the world involving site investigation, design and construction on soft clays.

This book presents a collection of selected expert contributions on innovations in soft soil engineering, that were presented at the Symposium on New Techniques for Design and Construction in Soft Clays held in GuarujA, Brazil, between 22 and 23 May 2010.

Sponsored by the Technical Council on Lifeline Earthquake Engineering of ASCE. On July 16, 2007, an earthquake struck Kashiwazaki, Japan, at 10:13 a.m. local time. The epicenter was located 60 km southwest of Honshu in Niigata Prefecture and registered a magnitude of 6.6. Moderate damage was observed in Kashiwazaki (population 96,000), located southwest of the earthquake, and smaller towns such as Kariwa and Nishiyama. Eleven people were killed and 1,339 injured. This TCLEE Monograph discusses in detail the effects of this earthquake on lifeline infrastructure systems: electric power, communication, water and wastewater, highways, ports, railways, gas system and tanks, and emergency response. Most chapters provide an overview of a system's performance, followed by sections describing the system, its damage, the emergency response, and recovery. Each chapter finishes with conclusions and recommendations.

The goal of the Compaction Grouting Consensus Guide is to promote good practice in compaction grouting. Compaction grouting is a ground improvement technique that increases the density, strength and stiffness of the ground through slow, controlled injections of low-mobility grout that compacts the soil as the grout mass expands. Compaction grouting can be applied equally well above or below the water table. The technology can be applied to a wide range of soils, in most cases being used to improve the engineering properties of poorly compacted fills and loose native soils. This guide covers both the practical and engineering aspects of compaction grouting and is essential reading for anyone interested in specifying, designing, and/or undertaking compaction grouting.|The goal of the Compaction Grouting Consensus Guide is to promote good practice in compaction grouting. Compaction grouting is a ground improvement technique that increases the density, strength and stiffness of the ground through slow, controlled injections of low-mobility grout that compacts the soil as the grout mass expands. Compaction grouting can be applied equally well above or below the water table. The technology can be applied to a wide range of soils, in most cases being used to improve the engineering properties of poorly compacted fills and loose native soils. This guide covers both the practical and engineering aspects of compaction grouting and is essential reading for anyone interested in specifying, designing, and/or undertaking compaction grouting.

This Geotechnical Special Publication contains 44 peer-reviewed papers presented at the GeoHunan International Conference: Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics, which took place in Changsha, Hunan, China, from August 3 to 6, 2009. Natural soil deposits exhibit a high degree of non-homogeneity and their geotechnical properties can change unexpectedly due to varying stress conditions. This makes soil behavior a multi-dimensional and multi-faceted phenomenon. This proceedings examines the current technological advances in geotechnical engineering, specifically with regard to soil behavior and testing methods. The papers gathered in this volume underscore the significance and validity of in situ and laboratory testing in the design of foundations, tunneling, and soil structures. The topics analyzed in this volume include: soil behavior and laboratory testing, in situ test methods for site characterization, design, and quality control of earth structures and subgrades, pile foundations in subgrade, and tunnel engineering. This publication will be valuable to geotechnical professors and students, geotechnical engineers, design engineers, contractors, and professionals involved in geotechnical engineering. Ranking: Moderate.

The papers in this Geotechnical Special Publication were presented at the GeoHunan International Conference: Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics, which took place in Changsha, Hunan, China from August 3 to 6, 2009. These peer-reviewed papers are from the session of Soils and Rock Instrumentation, Behavior and Modeling. Hunan, one of the largest commercial provinces in China, is rapidly developing into a modern epicenter of international finance and trade. Recent construction in many parts of China has provided geotechnical engineers with great opportunities for creating cutting-edge solutions to problems involving foundations, ground improvement, slopes, excavations, and tunnels. This proceedings will be valuable to engineers and professionals involved in many aspects of geotechnical engineering. Ranking: Moderate.

Pile foundations are the most common form of deep foundations that are used both onshore and offshore to transfer large superstructural loads into competent soil strata. This book provides many case histories of failure of pile foundations due to earthquake loading and soil liquefaction. Based on the observed case histories, the possible mechanisms of failure of the pile foundations are postulated. The book also deals with the additional loading attracted by piles in liquefiable soils due to lateral spreading of sloping ground. Recent research at Cambridge forms the backbone of this book with the design methodologies being developed directly based on quantified centrifuge test results and numerical analysis.The book provides designers and practicing civil engineers with a sound knowledge of pile behaviour in liquefiable soils and easy-to-use methods to design pile foundations in seismic regions. For graduate students and researchers, it brings together the latest research findings on pile foundations in a way that is relevant to geotechnical practice.

Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support contains 78 peer-reviewed papers presented at the International Foundations Congress and Equipment Expo in Orlando, Florida, from March 15 to 19, 2009. This Geotechnical Special Publication combines the 2009 annual meetings of the Geo-Institute of ASCE, the International Association of Foundation Drilling, and the Pile Driving Contractors Association. This proceedings covers technological advances, case histories, present challenges related to foundations, ground support, and earth retention. Topics discussed include: earth-retaining structures; ground improvement; geosynthetics; pavements and sub grade issues; shallow foundations; landfill issues and foundations in waste; and foundations in problem soils. This publication will be invaluable to geotechnical professors and students, design engineers, contractors, geotechnologists, and others involved in geotechnical engineering.

This book teaches the principles of soil mechanics to undergraduates, along with other properties of engineering materials, to which the students are exposed simultaneously. Using the critical state method of soil mechanics to study the mechanical behavior of soils requires the student to consider density alongside effective stresses, permitting the unification of deformation and strength characteristics. This unification aids the understanding of soil mechanics. This book explores a one-dimensional theme for the presentation of many of the key concepts of soil mechanics - density, stress, stiffness, strength, and fluid flow - and includes a chapter on the analysis of one-dimensional consolidation, which fits nicely with the theme of the book. It also presents some theoretical analyses of soil-structure interaction, which can be analyzed using essentially one-dimensional governing equations. Examples are given at the end of most chapters, and suggestions for laboratory exercises or demonstrations are given.

This book teaches the principles of soil mechanics to undergraduates, along with other properties of engineering materials, to which the students are exposed simultaneously. Using the critical state method of soil mechanics to study the mechanical behavior of soils requires the student to consider density alongside effective stresses, permitting the unification of deformation and strength characteristics. This unification aids the understanding of soil mechanics. This book explores a one-dimensional theme for the presentation of many of the key concepts of soil mechanics - density, stress, stiffness, strength, and fluid flow - and includes a chapter on the analysis of one-dimensional consolidation, which fits nicely with the theme of the book. It also presents some theoretical analyses of soil-structure interaction, which can be analyzed using essentially one-dimensional governing equations. Examples are given at the end of most chapters, and suggestions for laboratory exercises or demonstrations are given.

As building expands in the northern latitudes, it is critical to get information about soil conditions and geotechnical and structural issues in the hands of those dealing with the many challenges of building on frozen soils. ""Permafrost Foundations: State of the Practice"" presents the most current techniques used to design and construct foundations on permafrost. Failure to understand the complexity of technical issues involved in building under these extreme conditions can start with the settlement or jacking of the soils, and result in conditions ranging from sloping buildings to swayback roofs to complete structural collapse. This monograph includes eight chapters, which present the authors' experiences in both the design and remedial actions required for the continued successful performance of these systems. It will be beneficial to geotechnical engineers, structural engineers, and anyone involved in design and construction on frozen soils.

NUMOG X reflects the current research and advances made in the application of numerical methods in geotechnical engineering. The papers are organised in the following four sections: 1. Constitutive relations for geomaterials 2. Numerical algorithms: formulation and performance 3. Modelling of transient / coupled problems 4. Application of numerical techniques to practical problems Many new developments on a wide variety of topics have been reported at this Symposium. These include: description of mechanical properties of soil, instabilities in soil behaviour; laboratory testing and identification of material parameters, hydro-mechanical coupling in relation to problems of nuclear waste disposal and applications of numerical methods to the analysis of tunnels, embankments, slopes and foundations. A special section is devoted to applications incorporating the tools of computational intelligence. A number of papers describe case histories of practical applications. These proceedings of the Tenth International Symposium on 'Numerical Models in Geomechanics', NUMOG X, held in Rhodes, Greece, 25-27 April 2007, contain 104 papers which were selected for presentation. The wealth of information in these proceedings should be of interest to students, researchers as well as practising engineers.

This Geotechnical Special Publication contains over 215 papers presented during the Fourth International Conference on Unsaturated Soils held in Carefree, Arizona on April 2-5, 2006. These papers document the experience of researchers and practitioners from around the world, concerning a vast array of unsaturated soil problems. Theoretical and methodological advances in laboratory testing of shear strength and volume change behavior, suction measurement techniques, soil water characteristic behavior, constitutive and numerical modeling, microscale modeling, foundation behavior, heave of slabs and pavements, evapotraspirative covers, geophysical applications, liquefaction and soil dynamics, pavements and slopes, soil-atmospheric interaction, desiccation and shrinkage, in situ testing, seepage, flow of water and gas, and design of waste depositories with emphasis on temperature effects are among the topics dealt with in the framework of unsaturated soil behavior. Materials addressed include natural soils, both expansive and non-expansive, chemically stabilized soil, geosynthetics, geocomposite soils, and bentonite products.

Soil Constitutive Models: Evaluation, Selection, and Calibration brings together papers by nineteen of the most significant constitutive modelers in the world today. The papers in this ""ASCE Geotechnical Special Publication"" are focused on existing widely accepted soil constitutive models, from simple to complex, and they present the overall model framework, calibration procedures, and possible implementation. As a guide to the reader, an overview paper discusses features of different classes of soil models, and their advantages and disadvantages. For many models in this book and in the literature, these features are tabulated in a series of tables. The models are then categorized in terms of their completeness with respect to eight different model capabilities. This book has been prepared for soil constitutive modelers and practitioners who want to learn more about the underlying principles, calibration methods and implementation issues of many different proven soil models. The overview paper is especially helpful to those who are not experienced constitutive modelers to understand the different components of soil models and their effect on predictions. This book provides a basis for making the appropriate decision on the selection of a soil constitutive model for any particular geotechnical engineering application.

Mechanics of Fluid Saturated Rocks presents a current and comprehensive report on this emerging field that bridges the areas of geology and mechanics. It is of direct interest to a wide spectrum of earth scientists and engineers who are concerned with upper-crust mechanics and fluid movements, the most important fluids being oil and water.
This authoritative book is the result of a collaborative effort between scientists in academic institutions and industry. It examines important issues such as subsidence, geological fault formation, earthquake faulting, hydraulic fracturing, transport of fluids, and natural and direct applications.
Mechanics of Fluid Saturated Rocks provides a unique interdisciplinary viewpoint, as well as case studies, conclusions, and recommendations for further research.
* Covers the physical, chemical, and mechanical analysis of porous saturated rock deformation on both large and small scales
* Discusses the latest developments of importance to engineers and geologists
* Examines natural and direct applications
* Incorporates numerous equations and illustrations including an online image gallery: books.elsevier.com/companions/0123053552
* Includes extensive bibliographies for each chapter