T. Wichtmann, T. Triantafyllidis: Behaviour of granular soils under environmentally induced cyclic loads. - D. Muir Wood: Constitutive modelling. - C. di Prisco: Creep versus transient loading effects in geotechnical problems. - M. Pastor et al.: Mathematical models for transient, dynamic and cyclic problems in geotechnical engineering. - M. Pastor: Discretization techniques for transient, dynamics and cyclic problems in geotechnical engineering: first order hyperbolic partial diffential equations. - M. Pastor et l.: Discretization techniques for transient, dynamic and cyclic problems in geotechnical engineering: second order equation. - C. di Prisco: Cyclic mechanical response of rigid bodies interacting with sand strata. - D. Muir Wood: Macroelement modelling. - M. F. Randolph: Offshore design approaches and model tests for sub-failure cyclic loading of foundations. - M.F. Randolph: Cyclic interface shearing in sand and cemented solis and application to axial response of piles. - M. F. Randolph: Evaluation of the remoulded shear strength of offshore clays and application to pipline-soil and riser-soil interaction.

The book gives a comprehensive description of the mechanical response of soils (granular and cohesive materials) under cyclic loading. It provides the geotechnical engineer with the theoretical and analytical tools necessary for the evaluation of settlements developng with time under cyclic, einvironmentally idncued loads (such as wave motion, wind actions, water table level variation) and their consequences for the serviceability and durability of structures such as the shallow or deep foundations used in offshore engineering, caisson beakwaters, ballast and airport pavements and also to interpret monitoring data, obtained from both natural and artificial slopes and earth embankments, for the purposes of risk assessment and mitigation.

Modelling forms an implicit part of all engineering design but many engineers engage in modelling without consciously considering the nature, validity and consequences of the supporting assumptions. Derived from courses given to postgraduate and final year undergraduate MEng students, this book presents some of the models that form a part of the typical undergraduate geotechnical curriculum and describes some of the aspects of soil behaviour which contribute to the challenge of geotechnical modelling. Assuming a familiarity with basic soil mechanics and traditional methods of geotechnical design, this book is a valuable tool for students of geotechnical and structural and civil engineering as well as also being useful to practising engineers involved in the specification of numerical or physical geotechnical modelling.

Contents:
Introduction to modelling. Models as appropriate simplifications of reality. Examples of models used in engineering. Characteristics of soil behaviour. Volumetric response. Stress level dependency. Stress history dependency. Implications for modelling. Physical modelling. Scaling laws. Compromises to address soil behavoiur. Possibilities of single gravity modelling. Interpretation of single gravity laboratory models. Interpretation of full scale modelling. Examples of single gravity models. Centrifuge modelling. Scaling laws revisited. Types of centrifuges. Design of centrifuge models. Interpretation of centrifuge models. Examples of centrifuge models. Theoretical modelling. Simple models which do not require extensive numerical programs. Elastic analysis. Embedded wall - mobilisation model. Numerical modelling. Basics of numerical analysis. Finite elements. Finite difference. Assumptions and specifications. Soil constitutive modelling. Elastic models. Elastic-perfectly plastic models. Elastic-hardening plastic models. Elastic-kinematic hardening plastic models. Modelling non-monotonic loading. Soil stiffness. Selection of soil properties. Soil structure interaction. Serviceability calculations. Effect of choice of soil model on pattern of deformations. Flexible footing. Flexible retaining wall. Tunnel lining. Pile under lateral loading. Examples of numerical modelling. Examples where traditional design approaches have difficulty. Stage construction of embankments. Earthquake loading. Conclusion. What to expect from geotechnical modelling. What not to expect from geotechnical modelling. Future developments. Elastic-kinematic hardening plastic models. Modelling non-monotonic loading. Soil stiffness. Selection of soil properties. Soil Structure interaction. Serviceability calculations. Effect of choice of soil model on pattern of deformations. Flexible footing. Flexible retaining wall. Tunnel lining. Pile under lateral loading. Examples of numerical modelling. Examples where traditional design approaches have difficulty. Stage construction of embankments. Earthquake loading. Conclusion. What to expect from geotechnical modelling. What not to expect from geotechnical modelling. Future developments.

This book covers all the main aspects of tunnelling: planning; studies which contribute to the viability of a tunnel project; the technical aspects of design; the management of construction; overall project management; a review of recent tunnel failures; and issues regarding dispute resolution and prevention. The concept of design is defined in detail and related to systems and to risk, the final chapter discusses the failures in 1994 of railway tunnels at Heathrow Airport. Tunnelling has become a fragmented process, excessively influenced by lawyers' notions of confrontational bases. This prevents the pooling of skills, essential to the achievement of the promoters' objectives. Tunnelling: Management by Design seeks to reverse this trend, and provides a comprehensive description of successful tunnelling practice.

eBook available with sample pages: 0203477669

From the natural geometry of the Giant's Causeway to the sarsen slabs used to build Stonehenge, we are surrounded by evidence for the extraordinary geological forces that shaped the British Isles. Running coast to coast through Devon is 'Sticklepath', Britain's 'San Andreas', a geological fault with the two sides displaced horizontally by several kilometres, all within the recent geological past. The Sticklepath Fault is just one manifestation of the rich tectonic history of the British region since the asteroid collision that ended the reign of the dinosaurs, 66 million years ago. Raised out of the Chalk Sea, the original Albion was a thickly forested island a thousand kilometres long, surrounded by chalk cliffs, punctuated with great volcanoes, and the site of two trial 'spreading ridge' plate-boundaries. As the volcanoes shifted west, and Greenland separated from Europe, the wind-blown volcanic ash laid the strata on which London was founded. The vertical Needles, known to every Isle of Wight sailor, are part of the northern foothills of the Pyrenees. When the collision subsided, rifting created a garland of Celtic lakes from Brittany to the Outer Hebrides. In This Volcanic Isle Robert Muir-Wood explores the rich geological history of the British Isles, and its resulting legacy. Along the way he introduces the personalities who shared a fascination for Britain's tectonic history, including Charles Darwin the geologist, Tennyson the science-poet, and Benoit Mandelbrot, the pure mathematician who labelled the west coast of Britain a fractal icon. Here is the previously untold story of how earthquakes and eruptions, plumes and plate boundaries, built the British Isles.

Tunnelling has become a fragmented process, excessively influenced by lawyers'notions of confrontational contractual bases. This prevents the pooling of skills, essential to the achievement of the promoters' objectives. Tunnelling: Management by Design seeks the reversal of this trend. After a brief historical treatment of selected developments, the concept of design is defined in detail and related to systems and to risk, the central features of this book. A final chapter discusses the failure in 1994 of railway tunnels at Heathrow Airport which well illustrates the expensive results of disregard for several of the criteria for success. The book covers all the main aspects of tunnelling: planning studies which contribute to the viability of a tunnel project the technical aspects of design * the management of construction overall project management a review of recent tunnel failures issues regarding dispute resolution and prevention This book is an essential handbook for professional engineers engaged in all aspects of tunnelling and geotechnically-based construction, including those in public authorities, private consultants and contractors, plant manufacturers, and designers of specialist geoprocessors. It will also appeal to project managers, lawyers involved in contractual issues, and civil engineers from post-docs to professors and researchers in geotechnics and structures, in engineering management, health and safety, construction law and risk assessment.

T. Wichtmann, T. Triantafyllidis: Behaviour of granular soils under environmentally induced cyclic loads. - D. Muir Wood: Constitutive modelling. - C. di Prisco: Creep versus transient loading effects in geotechnical problems. - M. Pastor et al.: Mathematical models for transient, dynamic and cyclic problems in geotechnical engineering. - M. Pastor: Discretization techniques for transient, dynamics and cyclic problems in geotechnical engineering: first order hyperbolic partial diffential equations. - M. Pastor et l.: Discretization techniques for transient, dynamic and cyclic problems in geotechnical engineering: second order equation. - C. di Prisco: Cyclic mechanical response of rigid bodies interacting with sand strata. - D. Muir Wood: Macroelement modelling. - M. F. Randolph: Offshore design approaches and model tests for sub-failure cyclic loading of foundations. - M.F. Randolph: Cyclic interface shearing in sand and cemented solis and application to axial response of piles. - M. F. Randolph: Evaluation of the remoulded shear strength of offshore clays and application to pipline-soil and riser-soil interaction.

The book gives a comprehensive description of the mechanical response of soils (granular and cohesive materials) under cyclic loading. It provides the geotechnical engineer with the theoretical and analytical tools necessary for the evaluation of settlements developng with time under cyclic, einvironmentally idncued loads (such as wave motion, wind actions, water table level variation) and their consequences for the serviceability and durability of structures such as the shallow or deep foundations used in offshore engineering, caisson beakwaters, ballast and airport pavements and also to interpret monitoring data, obtained from both natural and artificial slopes and earth embankments, for the purposes of risk assessment and mitigation.

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.

Soils can rarely be described as ideally elastic or perfectly plastic and yet simple elastic and plastic models form the basis for the most traditional geotechnical engineering calculations. With the advent of cheap powerful computers the possibility of performing analyses based on more realistic models has become widely available. One of the aims of this book is to describe the basic ingredients of a family of simple elastic-plastic models of soil behavior and to demonstrate how such models can be used in numerical analyses. Such numerical analyses are often regarded as mysterious black boxes but a proper appreciation of their worth requires an understanding of the numerical models on which they are based. Though the models on which this book concentrates are simple, understanding of these will indicate the ways in which more sophisticated models will perform.

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.

Civil engineering has made an inestimable contribution to modern life, providing the crucial expertise behind our vast transportation systems and the wide array of built structures where we work, study, and play. In this Very Short Introduction, engineer David Muir Wood turns a spotlight on a field that we often take for granted. He sheds light on the nature and importance of civil engineering in the history of civilization and urbanization, outlines its many accomplishments in the modern era, and points to the hurdles that civil engineering will face in the future. Beginning with the task of creating a settlement on a deserted island, Muir Wood sets out the problems that civil engineers face every day, highlighting the social and environmental challenges as well as the grasp of science and technology needed to craft buildings, bridges, tunnels, houses, and areas of recreation. The author also profiles the lives of some of the major civil engineers, such as Isambard Kingdom Brunel, the acclaimed builder of steamships, railways, and tunnels, and Sir Joseph Bazalgette, whose sewer system in central London was instrumental in relieving the city from cholera epidemics. Finally, Muir Wood considers the growing difficulty of managing our water and energy supplies, and he looks at the engineering profession's increased sensitivity to building and the environment.

Focuses on the current law relating to the protection of registered trademarks and certain related rights. This includes registered trade marks, well-known trade marks, certification marks, collective marks, protested geographical origin indicators, international conventions, and passing off. There is clear explanation of the underlying principles and concepts with a breakdown of procedural matters, thereby helping to tie the different areas together. Individual topics covered include: Kit-Kat - when can 3D shape marks benefit from 'acquired distinctiveness'? Whether colours may form part of 3D shape marks - Louboutin Infringement by 'wrong way round' confusion Limitations on the own-name defence Calculation of damages, and the availability of blocking injunctions