Analysis, Modeling & Design is the third volume of the five-volume set Rock Mechanics and Engineering and contains twenty-eight chapters from key experts in the following fields: - Numerical Modeling Methods; - Back Analysis; - Risk Analysis; - Design and Stability Analysis: Overviews; - Design and Stability Analysis: Coupling Process Analysis; - Design and Stability Analysis: Blast Analysis and Design; - Rock Slope Stability Analysis and Design; - Analysis and Design of Tunnels, Caverns and Stopes. The five-volume set "Comprehensive Rock Engineering", which was published in 1993, has had an important influence on the development of rock mechanics and rock engineering. Significant and extensive advances and achievements in these fields over the last 20 years now justify the publishing of a comparable, new compilation. Rock Mechanics and Engineering represents a highly prestigious, multi-volume work edited by Professor Xia-Ting Feng, with the editorial advice of Professor John A. Hudson. This new compilation offers an extremely wideranging and comprehensive overview of the state-of-the-art in rock mechanics and rock engineering and is composed of peer-reviewed, dedicated contributions by all the key experts worldwide. Key features of this set are that it provides a systematic, global summary of new developments in rock mechanics and rock engineering practices as well as looking ahead to future developments in the fields. Contributors are worldrenowned experts in the fields of rock mechanics and rock engineering, though younger, talented researchers have also been included. The individual volumes cover an extremely wide array of topics grouped under five overarching themes: Principles (Vol. 1), Laboratory and Field Testing (Vol. 2), Analysis, Modelling and Design (Vol. 3), Excavation, Support and Monitoring (Vol. 4) and Surface and Underground Projects (Vol. 5). This multi-volume work sets a new standard for rock mechanics and engineering compendia and will be the go-to resource for all engineering professionals and academics involved in rock mechanics and engineering for years to come.

The pneumatic flow mixing method was developed to stabilize dredged soil and surplus soil for promoting their beneficial use in 1999. The pneumatic flow mixing method is a new type of the ex-situ cement stabilization techniques, in which dredged soil and surplus soil is mixed with a relatively small amount of chemical binder without any mixing paddles and blades in a pipeline. When a relatively large amount of compressed air is injected into the pipeline, soil can be separated into small blocks. When binder is injected into the pipeline, the soil block and binder are thoroughly mixed by means of turbulent flow generated in the soil block during transporting. As this method has many benefits rapid and large scale execution can be conducted with low cost it has been applied to many land reclamation projects, backfilling behind earth retaining wall projects and shallow stabilization projects using dredged soils and surplus soils. The Pneumatic Flow Mixing Method is a useful reference tool for engineers and researchers involved in admixture stabilization technology everywhere, regardless of local soil conditions and a variety in applications.

Post-earthquake fire is one of the most complicated problems resulting from earthquakes and presents a serious risk to urban structures. Most standards and codes ignore the possibility of post-earthquake fire; thus it is not factored in when determining the ability of buildings to withstand load. This book describes the effects of post-earthquake fire on partially damaged buildings located in seismic urban regions. The book quantifies the level of associated post-earthquake fire effects, and discusses methods for mitigating the risk at both the macro scale and micro scale. The macro scale strategies address urban regions while the micro scale strategies address building structures, covering both existing buildings and those that are yet to be designed.

Fracture mechanics studies the development and spreading of cracks in materials. The study uses two techniques including analytical and experimental solid mechanics. The former is used to determine the driving force on a crack and the latter is used to measure material's resistance to fracture. The text begins with a detailed discussion of fundamental concepts including linear elastic fracture mechanics (LEFM), yielding fracture mechanics, mixed mode fracture and computational aspects of linear elastic fracture mechanics. It explains important topics including Griffith theory of brittle crack propagation and its Irwin and Orowan modification, calculation of theoretical cohesive strength of materials through an atomic model and analytical determination of crack tip stress field. This book covers MATLAB programs for calculating fatigue life under variable amplitude cyclic loading. The experimental measurements of fracture toughness parameters KIC, JIC and crack opening displacement (COD) are provided in the last chapter.

Advances in Transportation Geotechnics II deals with the geotechnics of roads, railways and airfields. Providing economic and sustainable transportation infrastructures for societies is highly dependent on progress made in this field. These contributions to the 2nd International Conference on Transportation Geotechnics (Hokkaido, Japan, 10-12 September 2012), held under the auspices of the International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE), cover a broad range of technical topics, including those addressed by the first conference held in Nottingham, UK in 2008.

Advances in Transportation Geotechnics II contains a total of 138 reviewed papers from 29 countries in addition to 5 invited papers prepared by distinguished keynote lecturers, and addresses the following themes:
- Geotechnics of pavements, railway tracks and airfields;
- Geomaterial, including non-traditional materials;
- Asphalt mixtures and hydraulically-bound materials;
- Earthworks for transportation facilities;
- Application of geosynthetics;
- Laboratory testing and in-situ testing;
- Modeling and numerical simulations;
- Design, construction and maintenance;
- Performance evaluation and quality control;
- Sustainability of management and rehabilitation;
- Risk assessment and environmental issues.

Advances in Transportation Geotechnics II will be of interest to professionals and academics involved in geotechnical and pavement engineering of roads, railways and airfields.

Residual soils are found in many parts of the world and are used extensively as construction materials for roads, embankments and dams, and to support the foundations of buildings, bridges and load-bearing pavements. The characteristics and engineering properties of residual soils can differ significantly from those of the more familiar transported soils. The fact that residual soils occur often in areas with tropical and sub-tropical climates and (extensively) in semi-arid climates, adds another dimension to their engineering performance, that of unsaturation.

Although there are many books that deal with the mechanics of soils, these are based mainly on the characteristics and behaviour of saturated transported soils. The first edition of this book was the first book to be written specifically about the mechanics of residual soils. The book was prepared by a panel of authors drawn from the Technical Committee on Tropical and Residual Soils of the International Society for Soil Mechanics and Foundation Engineering. It was written as a practical professional guide for geotechnical engineers working with residual soils.

The second edition has retained the valuable information contained in the first edition. The present editors and authors have extensively revised and augmented the content to bring it completely up to date, adding significantly to the sections on unsaturated soil mechanics and expanding the range and number of instructive case histories. Furthermore, sections on pedocretes, dispersive soils and karst have been added.

An innovative concept, smart structural systems have proven to be extremely effective in absorbing damaging energy and/or counteracting potentially devastating force, thus limiting structural collapse and subsequent injury. As this technology rapidly evolves, there is an ever-increasing need for an authoritative reference that will allow those in the field to stay abreast of the very latest advances. Smart Structures: Innovative Systems for Seismic Response organizes current research and technology to provide researchers and practicing engineers, as well as advanced students, with the means to learn about and apply the very latest smart structure innovations. Key features include- Complete mathematical formulations and numerical procedures for topics presented New technologies Design guidelines and examples based on current official codes Consideration of smart structures on a variety of foundations Discussion of the use of smart structures with passive or semi-active devices Extensive references Designed for self-teaching, the text emphasizes essential information on structural formulations, mechanism of control systems, and numerical algorithms. It also provides step-by-step numerical examples to illustrate mathematical formulations and interpret physical representations, enabling readers to understand the forumulae vis-a-vis their applications. Each chapter comprehensively explores a specific topic, from smart structure systems currently in use, to case studies utilizing simulated earthquake data.

This volume contains the Proceedings of the Second International Workshop on Unsaturated Soils, which was held in Anacapri, Italy, from 23 to 25 June 2004. This meeting was organized by the Department of Geotechnical Engineering of the University of Naples Federico II and the Department of Mechanical and Structural Engineering of the University of Trento, under the auspices of the Technical Committee on Unsaturated Soils (TC6) of the ISSMGE and the Associazione Geotecnica Italiana (AGI). In line with the spirit of the first workshop in 2000, post-graduate and post-doctoral researchers from different universities were invited to present their work. This book contains peer-reviewed papers on unsaturated soils, particularly new developments in laboratory testing, experimental data on compacted and natural soils and constitutive and numerical modelling of unsaturated soil behaviour.

X-ray Computed Tomography (CT) scanning has been widely used for medical diagnosis. This technique is now attracting increasing interest as a tool in non-destructive testing in engineering. This book reports the early results of research into this application, with particular reference to deformation and failure of geomaterials.

Presenting papers of the International Workshop on X-CT for Geomaterials at Kumamoto, Japan in 2003. The book is intended for researchers and professionals in the fields of geotechnical engineering, soil, rock and concrete engineering, and geology.

The papers included in this book describe various in-situ tests, routine and soil-specific, being used in various countries. The work opens new vistas of improvement in in-situ tests for soils to suit certain specific soil-structure interaction and designed performance of structure

A broad cross-section of papers from the 6th Internation Symposium FMGM in Oslo September 2003 detailing the latest developments in geomechanical field measurement technology and methods. Taking in a wide range of real-world applications from tunnels to off-shore structures, these papers look at both theoretical and practical aspects of the subject and assess performances in the field, providing a wealth of knowledge for professionals and researchers interested in field measurements, soil and granular mechanics, engineering, geology or construction.

The main themes of this conference are experimental investigations into deformation properties - from very small strains to beyond failure, laboratory, in-situ and field observation interpretations, and behaviour characterization and modelling. Emphasis is placed on exploring recent investigations into time-related stresses, and on applying advanced geotechnical testing to real engineering problems.

The papers in this volume reflect the current research and advances made in the application of numerical methods in geotechnical engineering. Topics include: instabilities in soil behaviour; environmental geomechanics; and hydro-mechanical coupling in problems of engineering.

This text covers topics in soil and granular mechanics, such as: slope protection and erosion control; ground behaviour during earthquakes; environmental geotechnic problems caused by underground engineering activities; and morphology, ageing and engineering behaviour of sands.

This successful text covers the basic principles of soil mechanics and the new edition includes a computer based simulation package. This package will include a suite of interactive spreadsheet assignments covering a wide range of topics, an online reference manual, an online glossary of terms and symbols and a soil mechanics "quiz" for student self-assessment. Soil mechanics is a core component of all civil engineering studies and an important topic for building and construction. An understanding of the behaviour of soil and rocks is essential for anyone planning, constructing or maintaining buildings as all structures rely on their natural foundations for ultimate stability.

The papers in this volume cover topics in the field of geoengineering in arid lands. Topics include: coupled thermo-hydro-mechanical processes in geomechanics; sediment formation in marine environment; soil stability and stabilization techniques; and unsaturated soil behaviour and modelling.

This collection of papers covers a wide range of relevant issues and aspects of slope stability engineering from both practical and scientific points of view.

Presenting the proceedings from the 1996 Geomechanics conference, this volume provides coverage of subjects including: in-situ stress testing in geo-engineering; rock mass behaviour and its reinforcement; numerical modelling; non-linear problems; and advances in water jet technology.

The modal analysis of the structures appears to be an essential tool to master their dynamic behaviour. Particularly, the modal synthesis methods combined with the updating technics of the Finite Element models lead to the definition of strategies peculiarly efficient. At present, several developments are being carried out in order to spread these procedures to the latest requirements in structural dynamics: Vibro-acoustic . behaviour; Stochastic approach; Non-linear analysis; Introduction of composite materials. The target of the MV2 International Conference was to take stock of the new methods suggested and to assess their effectiveness. The interest in this book is to gather original works that rely on high-level approaches although these works are clearly intended to industrual applications.

This is a reprint of one of the first comprehensive handbooks on soil mechanics, first published in 1940. It was also one of the first to deal with the specific problems of the Low Countries.

Pressuremeter testing activities are of great interest for scientists and engineers concerned with the mechanical behaviour of civil engineering materials. The proceedings include the first Menard Lecture presented by Professor Branko Ladanyi and 57 technical papers from 16 countries. They are related to the application of pressuremeter testing to granular and alluvial soils, clay, rock, concrete and permafrost, and geotechnical design. It also includes a session on technological developments in the design, fabrication and installation of pressuremeters.

This volume contains papers contributed by experts on recent developments in geotextiles, geomembranes, and other geosynthetics in ground improvement. The papers presented here comprise the twelfth volume of a series of publications on the annual geotechnical symposia. For ease of reference this volume has been divided into four sections, namely: Laboratory and field tests; Embankments, excavations, slopes and earth retaining structures; Soil and rock improvement schemes; Site investigation and other selected topics.

Artificial ground freezing has been used for over a century to form a temporary support and an impermeable barrier for underground openings and other excavations. Nowadays it can be an efficient barrier to prevent pollution spreading in permeable soils. Depending on circumstances chilled brine or liquid nitrogen is circulated through freeze tubes to form ice walls. This requires a good understanding of the thermal, mechanical and hydraulic properties of frozen and thawed soils. Topics: Heat and mass transfer; Mechanical properties; Engineering design; Case histories; Environmental soil freezing; etc.

This text outlines the problems commonly encountered during infrastructure constructions on soft and subsiding ground in lowland environments, and their solutions in terms of soil/ground improvement techniques.

This examination of the physical and mechanical properties of eluvial soils covers modern methods of evaluating the degree of weathering, deformation and strength characteristics in such soils. Problems of foundation design on eluvial soils of various degrees of weathering are also highlighted.