Soil and rock mechanics Books

Book SynopsisSoil Mechanics Laboratory Manual, Tenth Edition, is designed to get dirty. This ideal complement to any Geotechnical Engineering and Soil Mechanics textbook is ring-bound and ''flexi-covered'' so students can have it on hand at the lab bench or in the field. Content is organized around standard lab project workflow: It includes over 25 lab projects that are closely aligned to current ASTM standards followed by data sheets for collecting field data and another set for preparing laboratory reports.Trade ReviewExcellent lab manual that needs to be adopted by everyone for Geotech lab." - Patil (current user)Table of ContentsPreface 1. Laboratory Test and Preparation of Report 2. Determination of Water Content 3. Specific Gravity of Soil Solids 4. Sieve Analysis 5. Hydrometer Analysis 6. Liquid Limit Test: Percussion Cup Method 7. Liquid Limit Test: Fall Cone Method 8. Plastic Limit Test 9. Shrinkage Limit Determination 10. Engineering Classification of Soils 11. Standard Proctor Compaction Test 12. Determination of Field Unit Weight of Compaction by Sand Cone Method 13. Maximum and Minimum Dry Densities of Granular Soil (Sand) 14. Constant Head Permeability Test in Sand 15. Falling Head Permeability Test in Sand 16. Direct Shear Test on Sand 17. Unconfined Compression Test 18. Consolidation Test 19. Unconsolidated-Undrained Triaxial Test on Cohesive Soil 20. Consolidated-Undrained Triaxial Test on Cohesive Soil 21. Consolidated-Drained Triaxial Test on Cohesive Sands 22. Resilient Modulus Test for Cohesive and Granular Soils 23. California Bearing Ratio for Laboratory Compacted Soils References APPENDICES A. Weight-Volume Relationships B. Data Sheets for Laboratory Experiments

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Book SynopsisICE Manual of Geotechnical Engineering, Second edition brings together an exceptional breadth of material to provide a definitive reference on geotechnical engineering solutions. Written and edited by leading specialists, each chapter provides contemporary guidance and best practice knowledge for civil and structural engineers in the field.

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Book SynopsisBased upon the author's wide experience in a broad range of projects, this invaluable book sets the scene and places rock installation in the context of the offshore industry today. This is an industry where health, safety and environmental considerations are factored in to a project with the same level of professionalism as regulatory compliance and good design. Full information is provided about planning, preparation, execution and reporting of a rock installation project. Brief but key information is provided about rock types, the nature of the seabed and the relationship between the quarry and the receiving vessel, which together form a system of turning a terrestrial geological formation into a rock berm offshore. Rock installation vessels, their characteristics, equipment and capabilities are examined in outline. This book is based upon personal experience offshore in a series of rock installation projects over the last 16 years. It covers the oil and gas sector, coastal engineering, power and telecom cable projects and draws on practice in the UK, Norwegian and Danish Exclusive Economic Zones where much rock installation takes place. The range in scale is significant, from large oil field development projects to those of a much more specialised nature such as the preparation of sites from which a jackup rig can safely operate. The marine environment is examined in some detail. The author believes that all personnel working in the offshore industry, whether at sea or in onshore positions, need to understand the harsh but majestic, hostile and often unforgiving marine environment. With a number of new operators developing both end of life and new fields, knowledge concerning SRI has been diluted or even lost. This book is a useful enabler for project staff and new client representatives offshore to have a productive rock installation experience from the initial discussions with a contractor to the final results and verification.Table of ContentsPreface; Foreword; Abbreviations; Glossary; Introduction; Health, safety and environmental issues; Quality control and quality assurance; Brief summary of law at sea; A short history of subsea rock installation (SRI); Purpose and uses for SRI; Industry requirements of SRI; The contract; Rock types and uses; Quarries and quarry operations; Rock installation vessels; Operational considerations; The final product; Appendices; Index

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Book SynopsisThis is a revised and updated edition of the highly successful first and second editions. In the intervening period the procedures used in the description of soils and rocks have continued to develop and evolve and this new edition incorporates changes in the international standards EN ISO 14688 and 14689 and those resulting in the national standard, BS 5930:2015 and the 2020 amendment thereof. Close comparison is also made with US practice in description (ASTM D2488) and classification (ASTM D2487). Significant changes in rock description are included – the reintroduction of the Approaches 1 to 5 for rock weathering; Approach 1 for description and Approaches 2 to 5 (Rock Weathering Working Party) for classification when appropriate and helpful. Also covered is the reintroduction of the 12.5 MPa boundary and the term moderately weak in rock strength description: a significant boundary in design in rock. The book continues to provide invaluable practical guidance in carrying out engineering geological logging of soil and rock samples and exposures in the field. The systematic and codified approach is laid out in detail to ensure the defined descriptors are used in a consistent format, rendering mistakes less likely and the necessary communication from field to design more successful. The procedures, techniques and tips within this book continue to serve and guide young practitioners learning their craft, but also their seniors and mentors, including responsible experts who sign off the logs and report on behalf of their company. More than ever, the need to be aware of current practices in order in order to avoid costly mistakes is paramount.Trade ReviewPraise for the 1st and 2nd editions - '...This is a very thorough book and is well-presented and printed, with clear tables, helpful thumbnail photographs and figures and text boxes containing tips and example descriptions. ... Buy this book'. Geoscientist -------------------- '...It is crammed full of tables, figures, photographs, all in an authoritative text. ...The pictures (worth a thousand words!) are invariably clear and helpful... ... it is a reference book ... an endless source of information'. Bulletin of Engineering Geology and the Environment -------------------- '...David Norbury is uniquely placed to write such a book. .... will help both the practitioner and their colleagues and clients benefit from objective and consistent descriptions. ...is essential reading for anyone involved in the technical aspects of site characterisation – whether for risk assessment or remediation'. JISCMAIL forumTable of ContentsPreface; Definitions; Introduction; History of description in codification; Systematic description; Description of materials; Relative density and strength; Structure, fabric and texture; Colour; Secondary and tertiary fractions; Geological unit; Weathering; Discontinuity logging; Discontinuity state recording; Low density soils; Anthropogenic ground; Classification schemes; Description process boreholes; Description process field exposures; Appendix; References; Bibliography; Index

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Book SynopsisThis volume, the first in a set of three, is a vital working manual which covers the basic tests for the classification and compaction characteristics of engineering soils. It will therefore be an essential practical handbook for all engaged on the testing of soils in a laboratory for building and civil engineering purposes. Based on the author's experience over many years managing large soil testing laboratories, particular emphasis has been placed on ensuring that procedures are fully understood. Each test procedure has therefore been broken down into simple stages with each step being clearly described. The use of flow diagrams and the setting out of test data and calculations will be of great benefit, especially for the newcomer to soil testing. The book is complemented with many numerical examples which illustrate the methods of calculation and graphical presentations of typical results. The reporting of test data is also explained. Vital information on good techniques, laboratory safety, the calibration of measuring instruments, essential checks on equipment, and laboratory accreditation are all included.A basic knowledge of mathematics, physics and chemistry is assumed but some of the fundamental principles that are essential in soil testing are explained where appropriate.Trade Review'This splendid manual belongs in every university library patronized by geoscientists and engineers.' Environmental & Engineering Geoscience -------------------- 'This well-known three-volume series of books has formed an indispensable part of the equipment in any engineering or geological soils testing laboratory since its launch... ...is truly a working manual. ...this remains the definitive text on the subject and a vital addition to BS1377 Parts 1-4...' Quarterly Journal of Engineering Geology and Hydrogeology --------------------'Since K H Head first produced his manuals on soil laboratory testing in 1980 they have been an essential reference in all good soil testing laboratories. ...the author has an extensive understanding of the details of soil testing and vast experience to draw upon. ...This book should be an essential reference for all engineers and technicians who carry out soil testing and also for those engineers who just use the test results for use in analysis and design. I thoroughly recommend it to anyone who has not come across previous editions. ...It is very clear in its descriptions of the tests and easy to read'. Australian GeomechanicsTable of ContentsScope and general requirements; Moisture content and index tests; Density and particle density; Particle size; Chemical tests; Compaction tests; Description of soils; Appendix: Units, nomenclature and laboratory equipment; Index

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Book SynopsisICE Manual of Geotechnical Engineering, Second edition brings together an exceptional breadth of material to provide a definitive reference on geotechnical engineering solutions. Written and edited by leading specialists, each chapter provides contemporary guidance and best practice knowledge for civil and structural engineers in the field.

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Book SynopsisGeopressure, or pore pressure in subsurface rock formations impacts hydrocarbon resource estimation, drilling, and drilling safety in operations. This book provides a comprehensive overview of geopressure analysis bringing together rock physics, seismic technology, quantitative basin modeling and geomechanics. It provides a fundamental physical and geological basis for understanding geopressure by explaining the coupled mechanical and thermal processes. It also brings together state-of-the-art tools and technologies for analysis and detection of geopressure, along with the associated uncertainty. Prediction and detection of shallow geohazards and gas hydrates is also discussed and field examples are used to illustrate how models can be practically applied. With supplementary MATLAB codes and exercises available online, this is an ideal resource for students, researchers and industry professionals in geoscience and petroleum engineering looking to understand and analyse subsurface formaTrade Review'… the book concludes with chapters on best practices and recent advances. Concepts are well illustrated throughout, and a group of selected color illustrations is provided at the center of the book … Anyone working in the field of petroleum fluid extraction or planning to do so in the future should definitely own a copy of this book. This reviewer would not hesitate to adopt this textbook for use in teaching … Highly recommended.' M. S. Field, Choice MagazineTable of ContentsPreface; 1. Basic pressure concepts and definitions; 2. Basic continuum mechanics and its relevance to geopressure; 3. Mechanisms of geopressure; 4. Quantitative geopressure analysis methods; 5. Seismic methods to predict and detect geopressure; 6. Integrating seismic imaging, rock physics and geopressure; 7. Methods for pore pressure detection: Well logging and drilling parameters; 8. Gravity and EM field methods aiding pore pressure prediction; 9. Geopressure detection and prediction in real-time; 10. Geopressure prediction using basin history modeling; 11. Geohazard prediction and detection; 12. Petroleum geomechanics and the role of geopressure; 13. Guidelines for best practices – geopressure prediction and analysis; 14. Recent advances in geopressure prediction and detection technology and the road ahead; Appendices.

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Book SynopsisEssential technical information for building on expansive soils--complete with practical, proven design methods. Expansive Soils examines factors that influence the design offoundations and pavements built on expansive soils, and exploreskey design procedures and remedial measures that address thesefactors effectively. Backed by the authors'' extensive research andexperience --including interviews with practicing engineers workingwith expansive soils --this authoritative volume is an importantreference text for geotechnical and foundation engineers,geologists, construction professionals, and students. Easy to understand and apply, Expansive Soils contains: * Site investigation techniques for identification andclassification of expansive soils * Heave prediction methods using different types of data --withrigorous treatment of soil suction theory and measurement,oedometer tests, and more * Alternative design procedures for drilled pier and slab-on-gradefounTable of ContentsSite Characterization. Identification and Classification of Expansive Soils. Heave Prediction. Design Alternatives. Treatment of Expansive Soils. Remedial Measures. Bibliography. Index.

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Book SynopsisA major revision of the comprehensive text/reference Written by world-leading geotechnical engineers who share almost 100 years of combined experience, Slope Stability and Stabilization, Second Edition assembles the background information, theory, analytical methods, design and construction approaches, and practical examples necessary to carry out a complete slope stability project. Retaining the best features of the previous edition, this new book has been completely updated to address the latest trends and methodology in the field. Features include: All-new chapters on shallow failures and stability of landfill slopes New material on probabilistic stability analysis, cost analysis of stabilization alternatives, and state-of-the-art techniques in time-domain reflectometry to help engineers plan and model new designs Tested and FHA-approved procedures for the geotechnical stage of highway, tunnel, and bridge projects Sound guidaTable of ContentsPreface. Acknowledgments. About the Authors. 1. General Slope Stability Concepts (Lee W. Abramson). 2. Engineering Geology Principles (Thomas S. Lee). 3. Groundwater Conditions (Thomas S. Lee). 4. Geologic Site Exploration (Thomas S. Lee). 5. Laboratory Testing and Interpretation (Sunil Sharma). 6. Slope Stability Concepts (Sunil Sharma). 7. Slope Stabilization Methods (Lee W. Abramson). 8. Design, Construction, and Maintenance (Glenn M. Boyce). 9. Shallow Failures (Thomas S. Lee). 10. Stability of Landfill Slopes (Lee W. Abramson). Index.

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Book SynopsisJ. Carlos Santamarina, Georgia Institute of Technology, USA in collaboration with Katherine A. Klein, University of Toronto, Canada; Moheb A. Fam, Cairo University, Egypt Soils are unique materials. Analogous to all other particulate materials, their properties depend on environmental parameters, such as confinement and fluid characteristics.Trade Review"an excellent reference" (Journal of Soils & Sediments)Table of ContentsPART ONE: INTRODUCTION. Chapter 1: Materials And Scales. PART TWO: PARTICULATE MATERIALS. Chapter 2: Characterization Of Particles And Particulate Media. Chapter 3: Particle-Fluid Interactions. Chapter 4: Load-Deformation Behavior. Chapter 5: Conduction And Diffusion - Soil Behavior. PART THREE: ELASTIC WAVES AND SOILS. Chapter 6: Elastic Waves In The Continuum. Chapter 7: Elastic Waves In Particulate Media. Chapter 8: Velocity And Attenuation: Data And Empirical Relations. Chapter 9: Laboratory Measurement Methods. PART FOUR: ELECTROMAGNETIC WAVES AND SOILS. Chapter 10: Electromagnetism. Chapter 11: Electromagnetic Properties: Physical Description And Analytical Models. Chapter 12: Electromagnetic Properties: Data And Empirical Relations. Chapter 13: Laboratory Measurement Methods. PART FIVE: PROCESS MONITORING. Chapter 14: Process Monitoring With Elastic And Electromagnetic Waves. APPENDIX A: MATHEMATICAL CONCEPTS. REFERENCES.

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Book SynopsisThis book addresses the seismic design and retrofit of bridges. It provides detailed information on the seismic considerations in the design of a wide range of substructures including beam and slab, box girder, arch, cable, stayed, and suspension bridges.Table of ContentsSeismic Design Philosophy for Bridges. Seismicity and Geotechnical Considerations. Conceptual Design. Modeling and Analysis. Design. Design of Bridges Using Isolation and Dissipation Devices. Seismic Assessment of Existing Bridges. Retrofit Design. References. List of Symbols. Index.

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Book SynopsisThis reference work on rock mass classification contains previously unpublished material and authoritative case studies. It includes the fundamental concepts of classification schemes and critically appraises their practical applications in industrial projects such as mining.Table of ContentsRole of Rock Mass Classifications in Site Characterization andEngineering Design. Early Rock Mass Classifications. Geomechanics Classification (Rock Mass Rating System). Q-System. Other Classifications. Applications in Tunneling. Applications in Mining. Other Applications. Case Histories Data Base. Appendix. Bibliography. Index.

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Book SynopsisThis is a concise, systematic and complete treatment of the design and construction of pile foundations. Discusses pile behavior under various loadings and types of piles and their installation, including consideration of soil parameters.Table of ContentsTypes of Piles and Pile Materials. Piling Equipment and Installation. Soil Parameters for Pile Analysis and Design. Analysis and Design of Pile Foundations for Vertical StaticLoads. Analysis and Design of Pile Foundations Under Lateral Loads. Pile Foundations Under Dynamic Loads. Analysis and Design of Pile Foundations in PermafrostEnvironments. Pile Load Tests. Buckling Loads of Slender Piles. Case Histories. Author Index. Subject Index.

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Book SynopsisThe first hands-on instruction guide to landform grading and revegetation Landform grading provides a cost-effective, attractive, and environmentally compatible way to construct slopes and other landforms that are stable and that blend in with the natural surroundings. Landform grading design and construction technology have advanced rapidly during the past decade, and this book explains the technique, its uses, its various applications, and its significant advantages. Landforming: An Environmental Approach to Hillside Development, Mine Reclamation and Watershed Restoration, presents the first comprehensive and practical guidebook to the innovative techniques of landform grading and revegetation. Citing numerous practical applications in such areas as hillside housing developments, mass grading operations, surface mining and watershed reclamation projects, the authors--one an internationally recognized instructor and the other an engineer with over thirtyTrade Review"Landforming presents the first comprehensive, hands-on instruction guide for this emerging discipline." (Civil Engineering; 10/07)Table of ContentsPreface. 1. Introduction to Landform grading and Revegetation. 2. Surficial Erosion and Mass Wasting of Slopes. 3. Influence of Vegetation on Hillside Stability. 4. Influence of Topography on Slope Stability and Hydrology. 5. Geomorphic Evolution of Slopes. Hillside Grading Fundamentals. 7. Principles of Landform Grading. 8. Essential Design Elements for Slope Forms and Landforms. 9. Implementation of the Landform Grading Plan. 10. Public and Regulatory Response to Landform Grading. 11. Landforming Projects-Watershed Restoration and Mining Reclamation. 12. Landforming Projects-Hillside Developments and Mass-Grading Applications. Appendix. Index.

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Book SynopsisThis text addresses the hazard posed to engineering structures by salt weathering, which is an increasing one because of such diverse factors such as the spread of irrigation and high levels of atmospheric pollution.Table of ContentsPeface. Acknowledgements. The Hazard. Case Studies. Nature of Salts Involved in Salt Weathering and Sources ofMoisture. Materials' Susceptibility and Experimental Simulations. Mechanisms of Salt Attack. Geomorphological Implications of Salt Weathering. Diagnosing, Solving and Managing Salt weathering Hazards. Referenes. Index.

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Book SynopsisDynamic unbounded medium-structure interactions occur in manyfields of engineering and physical science, such as wavepropagation in soil-structure and fluid-structure interactions,acoustics and electromagnetism and as diffusion in heat conductionand consolidation. This book presents three novel concepts, basedon the finite-element methodology, to model the unboundedmedium: * The consistent infinitesimal finite-element cell method, aboundary finite-element procedure, requires the discretization ofthe structure-medium interface only and is exact in thefinite-element sense. It is applied to unbounded media governed bythe hyperbolic, parabolic and elliptic differentialequations. * The damping-solvent extraction method permits the analysis of abounded medium only. * The doubly-asymptotic multi-directional transmitting boundary isexact for the low- and high-frequency limits at preselected wavepropagation directions. All concepts are explained using simple examples that the reTable of ContentsPartial table of contents: SIMILARITY-BASED FORMULATION FOR UNIT-IMPULSE RESPONSE AND DYNAMICSTIFFNESS. Displacement, Velocity and Acceleration Unit-Impulse Response withDynamic Stiffness and Rational Approximation. Forecasting Method. Consistent Infinitesimal Finite-Element Cell Method Applied toBounded Medium. DAMPING-SOLVENT EXTRACTION FOR DYNAMIC STIFFNESS AND INTERACTIONFORCE. Fundamentals of Damping-Solvent Extraction Method. DOUBLY-ASYMPTOTIC MULTI-DIRECTIONAL TRANSMITTING BOUNDARY. Concept and Numerical Implementation of Doubly-AsymptoticMulti-Directional Transmitting Boundary. Accuracy and Modelling Procedure of Doubly-AsymptoticMulti-Directional Transmitting Boundary. Appendices. References. Index.

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Book SynopsisSafe Intrusive Activities on Land Potentially Impacted by Contamination provides health, safety and environmental information and good practice recommendations for professionals engaged with intrusive activities on land impacted by contamination, including individuals/organisations involved in specification, procurement, execution and more.Table of Contents1.0 INTRODUCTION 2.0 LEGISLATION 2.1 General 2.2 Acts 2.3 Regulations 3.0 COMPETENCE, TRAINING & QUALIFICATIONS 3.1 General 3.2 Competence 3.3 Qualification Requirements 3.4 Training 4.0 MANAGING HEALTH & SAFETY 5.0 DESK STUDIES 6.0 RISK ASSESSMENT 6.1 General 6.2 Hazard Identification 6.3 Hazard Assessment 6.4 Risk Estimation 6.5 Risk Evaluation 7.0 SITE CATEGORISATION 8.0 INTRUSIVE & NON INTRUSIVE METHODS & SITE PRACTICES 8.1 Introduction 8.2 Non-intrusive Methods 8.3 Intrusive Methods 9.0 PROJECT SPECIFICATION 10.0 CONTRACTUAL REQUIREMENTS 11.0 INSURANCE 12.0 HEALTH & SAFETY PLANNING 13.0 PERSONAL PROTECTIVE EQUIPMENT AND SITE SAFETY EQUIPMENT 14.0 PLANT & EQUIPMENT 15.0 HEALTH SURVEILLANCE 16.0 SAFETY INDUCTION 17.0 SITE MANAGEMENT 17.1 Site Rules 17.2 Use of PPE/RPE/Decontamination Equipment 17.3 Prevention of Cross Contamination 17.4 Prevention of Contamination by Arisings 17.5 Limiting the Creation of Contamination Pathways 17.6 Control of Gas Emissions 17.7 Control of Fugitive Dust 17.8 Disposal of Excess Arisings & Other Materials 17.9 Visitors 18.0 HANDLING OF CONTAMINATED MATERIAL 18.1 General 18.2 Sampling 18.3 Containers 18.4 Transportation 19.0 STORAGE & DISPOSAL OF GEOTECHNICAL & CHEMICAL SAMPLES 20.0 BACKFILLING 30 20.1 Surface Settlement 20.2 Boreholes & Trial Pits 20.3 Large Excavations 21.0 DECOMMISSIONING & DEMOBILISING 30 21.1 Decommissioning of Monitoring Installations 21.2 Site Decommissioning REFERENCES APPENDICES A . Site Categorisation System B . Indicative Site Categorisation by Industry C. Personal Protective & Site Safety Equipment D. Flow Diagram of Key Health and Safety Processes E. Classification of Soil Samples for Disposal F. Non-intrusive Techniques – Relative Merits G. Intrusive Techniques – Relative Merits H. Additions to Bill of Quantities I . Suggested Topics to be covered during Safety Induction J. Definitions K . Respiratory Protective Equipment"

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Book SynopsisCore Principles of Soil Mechanics is a practical guide to the key concepts and latest developments in the field of soil mechanics.Table of Contents1. Geological and Basic Characteristics of Soil 2. Soil Classification 3. Stresses in Soil 4. Fluid Flow through Soil 5. Consolidation and Compressibility of Soil 6. Shear Strength of Soil 7. Thermal and Electrical Characteristics of Soil 8. Site Investigation 9. Compaction and Ground Improvement Techniques 10. Lateral Earth Pressures and Retaining Structures 11. Earth Slopes and Embankments 12. Shallow Foundations 13. Deep Foundations 14. Soil Arching and Buried Structures 15. Soil Dynamics and Machine Foundations 16. Pavement Geotechnics

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Book SynopsisProduced by the Institution of Civil Engineers, ICE Textbooks offer clear, concise and practical information on the major principles of civil and structural engineering. They are an indispensable companion to undergraduate audiencesTable of ContentsChapter 1. Introduction Chapter 2. Site investigation Chapter3. Ground improvement techniques Chapter 4. Shallow foundations Chapter 5. Deep foundations Chapter 6. Retaining structures Chapter 7. Slopes, Earth dams and embankments Chapter 8. Machine foundations Chapter 9. Burried structures and tunnels Chapter 10. Highway, airport and railway pavements Chapter 11. Geotechnical structures with geosynthetics

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Book SynopsisBio- and Chemo- Mechanical Processes in Geotechnical Engineering provides researchers and practitioners with a comprehensive introduction to the recent advances in the area and invaluable insight into the developments within this emerging field.Table of ContentsContents: 1. Chemo-mechanical investigations in soils 1.1 Clays 1.2 Other geo-materials 2. Bio-chemo-mechanical aspects in geomechanics 3. Overview and future challenges 4. Related Content

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Book SynopsisPlaces Oakland's public policy response to building damage suffered in the 1989 Loma Prieta earthquake in a historical and intergovernmental context. Using a combined non-decision making and advocacy coalition approach, this book demonstrates why hazardous-structure abatement was kept off the political agenda prior to the Loma Prieta disaster.Table of ContentsList of tables. List of figures. Acknowledgements. Abstract. Framing an Extreme Event. Policy dynamics and disaster. A case study approach and an "amended" advocacy coalition framework. Agenda control, non-decision making, California, and seismic safety. Disasters, guilty knowledge, policy types, and conflict levels. Previous hazardous-structure abatement studies (ACF-reframed). Context and Case. Oakland and seismic safety - the intergovernmental context. Pre-Loma Prieta Oakland and the un-politics of URMS. Event response and the first three ordinances. Ordinance four through eight - and a singularly important REP. The final act, the URM ordinance. Interesting, but what does it all mean?

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Book SynopsisAn essential guide to improving preliminary geotechnical analysis and design from limited data Soil Properties and their Correlations, Second Edition provides a summary of commonly-used soil engineering properties and gives a wide range of correlations between the various properties, presented in the context of how they will be used in geotechnical design. The book is divided into 11 chapters: Commonly-measured properties; Grading and plasticity; Density; Permeability, Consolidation and settlement; Shear strength; California bearing ratio; Shrinkage and swelling characteristics; Frost susceptibility; Susceptibility to combustion; and Soil-structure interfaces. In addition, there are two appendices: Soil classification systems; and Sampling methods. This new, more comprehensive, edition provides material that would be of practical assistance to those faced with the problem of having to estimate soil behaviour from little or no laboratory test data.<Table of ContentsPreface x Acknowledgements xii List of Symbols xiii List of Property Values and Correlations in the Tables and Figures xx 1 Commonly Measured Properties 1 1.1 Moisture Content 2 1.1.1 Test Methods 2 1.2 Grading 3 1.2.1 Test Methods 4 1.3 Plasticity 7 1.3.1 Test Methods 7 1.4 Specific Gravity of Soil Particles 10 1.4.1 Test Method 10 1.5 Soil Density 11 1.5.1 Test Methods 12 1.6 Permeability 16 1.6.1 Test Methods 17 1.7 Consolidation 19 1.7.1 Test Method 20 1.8 Shear Strength 21 1.8.1 Test Methods 22 1.8.2 Choice of Shear Strength Test 27 1.9 Standard Compaction Test 27 1.9.1 Test Method 27 1.10 California Bearing Ratio 30 1.10.1 Test Method 30 1.11 Other Properties 32 1.11.1 Swelling Potential 32 1.11.2 Frost Susceptibility 32 1.11.3 Combustible Content 33 References 33 2 Grading and Plasticity 34 2.1 Grading 34 2.1.1 The influence of Grading on Soil Properties 35 2.1.2 Standard Grading Divisions 36 2.2 Plasticity 38 2.2.1 Consistency Limits 41 2.2.2 Development of the Liquid and Plastic Limit Tests 42 2.2.3 Plasticity Test Results and Plasticity Descriptions 43 2.2.4 The Shrinkage Limit Test 43 2.2.5 Consistency Limits as Indicators of Soil Behaviour 45 2.2.6 Limitations of the Use of Plasticity Limits 47 References 47 3 Density 49 3.1 Density in the Context of Soils 49 3.1.1 Density Relationships 50 3.1.2 Typical Natural Density Values 53 3.2 Compacted Density 53 3.2.1 Typical Compacted Density Values 54 3.2.2 Quick Estimates of Maximum Dry Density and Optimum Moisture Content 55 3.3 Relative Density 59 3.3.1 Field Measurement of Relative Density 59 3.3.2 SPT Correction Factors 60 3.3.3 Other Dynamic Cone Tests 64 3.3.4 Static Cone Tests 65 References 66 4 Permeability 68 4.1 Effects of Soil Macro]Structure 69 4.2 Typical Values 69 4.3 Permeability and Grading 71 References 73 5 Consolidation and Settlement 74 5.1 Compressibility of Clays 75 5.1.1 Compressibility Parameters 75 5.1.2 Settlement Calculations Using Consolidation Theory 78 5.1.3 Settlement Calculations Using Elastic Theory 79 5.1.4 Typical Values and Correlations of Compressibility Coefficients 81 5.1.5 Settlement Corrections 84 5.2 Rate of Consolidation of Clays 86 5.3 Secondary Compression 88 5.4 Settlement of Sands and Gravels 92 5.4.1 Methods Based on Standard Penetration Tests 93 5.4.2 Methods Based on Plate Bearing Tests 101 5.5 Assessment of Settlement Parameters from Static Cone Penetration Testing 102 5.5.1 Coefficient of Volume Compressibility 102 5.5.2 Coefficient of Consolidation 103 References 105 6 Shear Strength 107 6.1 Stresses Within a Material 108 6.1.1 The Mohr Diagram 108 6.1.2 Relationships of Stresses at a Point 108 6.2 Shear Strength in Soils 113 6.3 The Choice of Total or Effective Stress Analysis 116 6.3.1 The Choice in Practice 116 6.4 Peak, Residual and Constant]Volume Shear Strength 118 6.5 Undrained Shear Strength of Clays 119 6.5.1 Consistency and Remoulded Shear Strength 119 6.5.2 Consistency and Undisturbed Shear Strength 120 6.5.3 Estimates Using the Standard Penetration Test 126 6.5.4 Estimates Using Dynamic Cone Tests 128 6.5.5 Estimates Using Static Cone Tests 130 6.6 Drained and Effective Shear Strength of Clays 130 6.7 Shear Strength of Granular Soils 132 References 136 7 California Bearing Ratio 138 7.1 Correlations with Soil Classification Tests 139 7.2 Correlations with Soil Classification Systems 144 7.3 CBR and Undrained Shear Strength 144 7.4 An Alternative to CBR Testing 148 References 149 8 Shrinkage and Swelling Characteristics 151 8.1 Identification 151 8.2 Swelling Potential 153 8.2.1 Swelling Potential in Relation to other Properties 153 8.2.2 Reliability of Swell Predictions Based on Correlations 160 8.3 Swelling Pressure 160 References 162 9 Frost Susceptibility 164 9.1 Ice Segregation 164 9.2 Direct Measurement of Frost Susceptibility 166 9.3 Indirect Assessment of Frost Susceptibility 167 9.3.1 Grading 167 9.3.2 Plasticity 169 9.3.3 Predictions Based on Segregation Potential 171 9.4 Choosing a Suitable Method of Evaluating Frost Susceptibility 173 References 174 10 Susceptibility to Combustion 175 Reference 176 11 Soil-Structure Interfaces 177 11.1 Lateral Pressures in a Soil Mass 177 11.1.1 Earth Pressure at Rest 178 11.2 Friction and Adhesion at Interfaces 180 11.2.1 Values Relating to Specific Types of Structure 180 References 184 Appendix A Soil Classification Systems 186 A.1 Systems Based on the Casagrande System 187 A.1.1 The Unified System 187 A.1.2 The ASTM System 189 A.1.3 The British Standard System 189 A.2 The AASHTO System 194 A.3 Comparison of the Unified, AASHTO and BS Systems 198 References 199 Appendix B Sampling Methods 200 B.1 Pits and Borings 201 B.1.1 Trial Pits 201 B.1.2 Light Cable Percussion Borings 202 B.1.3 Rotary Boring 204 B.1.4 Window Samplers and Windowless Samplers 204 B.2 Sampling and Samplers 206 B.2.1 Disturbed Samples 206 B.2.2 Open]Drive Samplers 206 B.2.3 Piston Samplers 209 B.2.4 The Standard Penetration Test 210 B.3 Probes 212 B.3.1 Dynamic Probes 212 B.3.2 Static Probes 213 Reference 217 Index 218

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Book SynopsisIn order to describe soil–structure interaction in various situations (nonlinear, static, dynamic, hydro-mechanical couplings), this book gives an overview of the main modeling methods developed in geotechnical engineering. The chapters are centered around: the finite element method (FEM), the finite difference method (FDM), and the discrete element method (DEM). Deterministic Numerical Modeling of Soil–Structure Interaction allows the reader to explore the classical and well-known FEM and FDM, using interface and contact elements available for coupled hydro-mechanical problems.Furthermore, this book provides insight on the DEM, adapted for interaction laws at the grain level. Within a classical finite element framework, the concept of macro-element is introduced, which generalizes constitutive laws of SSI and is particularly straightforward in dynamic situations. Finally, this book presents the SSI, in the case of a group of structures, such as buildings in a town, using the notion of metamaterials and a geophysics approach.Table of ContentsIntroduction ix Chapter 1. Hydro-mechanically Coupled Interface Finite Element for the Modeling of Soil–Structure Interactions: Application to Offshore Constructions 1Benjamin CERFONTAINE and Robert CHARLIER 1.1. Introduction 2 1.1.1. The finite element method (FEM) 2 1.1.2. Review of existing contact formulations 3 1.1.3. Objectives 7 1.2. Governing equations of the interface problem 7 1.2.1 .Mechanical problem 8 1.2.2. Flow problem 12 1.2.3. Couplings between mechanical and flow problems 15 1.3. Numerical formulation of the element 16 1.3.1. Space and fluid pressure discretization 16 1.3.2. Mechanical problem 17 1.3.3. Flow problem 19 1.3.4. Time discretization 19 1.3.5. Stiffness matrix 20 1.4. Application 20 1.4.1. Suction caissons 20 1.4.2. Problem description 22 1.4.3. Tension loading 26 1.4.4. Lateral loading 37 1.5. Conclusion and perspectives 47 1.5.1. Conclusion 47 1.5.2. Perspectives 48 1.6. References 49 Chapter 2. DEM Approach for the Modeling of Geotechnical Structures in Interaction with Reinforcements 55Pascal VILLARD 2.1. Introduction 55 2.2. Discrete modeling 56 2.2.1. General concepts of the discrete modeling approach 56 2.2.2. Specific interaction between discrete particles and reinforcement elements 59 2.2.3. Numerical strategy for geotechnical structure modelling using DEM 61 2.3. Application of the DEM to geotechnical structures in interaction with rigid piles 61 2.3.1. Load transfer mechanisms within granular embankments over a network of piles 64 2.3.2. Load transfer mechanisms within granular embankments over a network of piles under cyclic loadings 71 2.4. Application of the DEM to geotechnical structures in interaction with flexible and deformable reinforcement – comparison with experiment results 76 2.4.1. Numerical and experimental behavior of geosynthetic tubes filled with granular material 78 2.4.2. Numerical and experimental behavior of granular embankments reinforced with geosynthetic in areas prone to subsidence 87 2.5. Conclusion 96 2.6. References 96 Chapter 3. SSI Analysis in Geotechnical Engineering Problems Using a Finite Difference Method 101Daniel DIAS and Orianne JENCK 3.1. Introduction 101 3.2. The finite difference method using an explicit scheme 102 3.3. Application of the finite difference method to soil–structure interaction problems 104 3.3.1. Structural elements 105 3.3.2. Interfaces 107 3.3.3. Constitutive models for soil 108 3.3.4. Dimension of the problem 111 3.3.5. Monotonic, quasi-static cyclic and dynamic loadings 112 3.4. Some application examples in the geotechnical engineering field 112 3.4.1. Reinforced retaining walls 112 3.4.2. Tunneling 115 3.4.3. Soft soil improvement using vertical rigid piles 121 3.5. Conclusion 138 3.6. References 139 Chapter 4. Macroelements for Soil–Structure Interaction 143Diana SALCIARINI, Stéphane GRANGE, Claudio TAMAGNINI and Panagiotis KOTRONIS 4.1. Introduction 143 4.2. The concept of generalized forces: Eurocode 8 recommendations 145 4.3. Macroelements for shallow foundations 148 4.3.1. Generalities 148 4.3.2. Macroelements formulated in the framework of hardening elastoplasticity 150 4.3.3. Macroelements formulated in the framework of hypoplasticity 151 4.4. The considered macroelements 154 4.4.1. The elastoplastic macroelement 154 4.4.2. The hypoplastic macroelement 156 4.5. Case study: seismic response of a reinforced concrete viaduct 160 4.5.1. Features of the viaduct 160 4.5.2. The finite element model of the viaduct and its foundations 161 4.5.3. Seismic input 163 4.6. Calibration of the macroelements 164 4.7. Results of the numerical simulations 167 4.7.1. Forces and displacements in the structural elements 167 4.7.2. Displacements of the abutment and the foundations 170 4.8. Concluding remarks 172 4.9. References 175 Chapter 5. Urban Seismology: Experimental Approach to Soil–Structure Interaction Towards the Concept of Meta-city 181Philippe GUÉGUEN, Philippe ROUX and Andrea COLOMBI 5.1. Introduction 181 5.1.1. Observation of soil–structure interaction under weak and strong seismic loading 183 5.1.2. Contamination of urban seismic motion by the vibration of buildings 196 5.1.3. Conclusion 202 5.2. References 203 List of Authors 211 Index 213

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Book SynopsisThis title provides a comprehensive overview of elastoplasticity relating to soil and rocks. Following a general outline of the models of behavior and their internal structure, each chapter develops a different area of this subject relating to the author's particular expertise. The first half of the book concentrates on the elastoplasticity of soft soils and rocks, while the second half examines that of hard soils and rocks.Table of ContentsPreface to the English Edition xi Preface to the French xiii Chapter 1. The Main Classes of Constitutive Relations 1 Félix DARVE 1.1. Introduction 1 1.2. The rheological functional 3 1.3. Incremental formulation of constitutive relations 5 1.4. Rate-independent materials 6 1.4.1. Non-linearity of G and H 7 1.4.2. Anisotropy of G and H 7 1.4.3. Homogenity of degree 1 of G and H 8 1.5. Notion of tensorial zones 9 1.6. The main classes of rate-independent constitutive relations 11 1.6.1. Constitutive relations with one tensorial zone 11 1.6.2. Constitutive relations with two tensorial zones 12 1.6.3. Constitutive relations with four tensorial zones 19 1.6.4. Constitutive relations with n tensorial zones (n > 4) 23 1.6.5. Constitutive relations with an infinite number of tensorial zones 23 1.6.6. Conclusion 24 1.7. The main constitutive relations for rate-dependent materials 25 1.7.1. First class of incremental strain decomposition 25 1.7.2. Second class of incremental strain decomposition 26 1.8. General conclusions 27 1.9. References 28 Chapter 2. Mechanisms of Soil Deformation 31 Jean BIAREZ and Pierre-Yves HICHER 2.1. Introduction 31 2.2. Remolded soil behavior 32 2.3. Relationships between discontinuous and continuous medium 44 2.3.1. Granular materials 47 2.3.2. Remolded clayey materials 48 2.3.3. Granular materials with intergranular glue 51 2.4. Natural soils 55 2.5. Conclusion 73 2.6. References 73 Chapter 3. Elastoplastic Modeling of Soils: Monotonous Loadings 77 Philippe MESTAT, Emmanuel BOURGEOIS and Philippe REIFFSTECK 3.1. Introduction 77 3.2. Elastoplasticity equations 78 3.2.1. Basic concepts 78 3.2.2. Yield surface and elastic domain 79 3.2.3. Plastic flow rule 80 3.2.4. Incremental relations for one plastic mechanism model 81 3.2.5. Incremental relationships for multi-mechanism elastoplasticity 83 3.3. Constitutive laws and laboratory tests 84 3.4. Characterization of natural cohesive soil behavior 86 3.4.1. Analysis of triaxial test results 86 3.4.2. Analysis of oedometer tests 87 3.4.3. Elasto-viscoplasticity or elastoplasticity? 88 3.5. Characterization of frictional soil behavior 88 3.5.1. Analysis of triaxial test results 88 3.5.2. Elastoplasticity framework for frictional soils 91 3.6. Principles for the derivation of elastoplastic models 92 3.6.1. Elastic behavior 92 3.6.2. Estimation of the plastic behavior 96 3.6.3. Failure surface 97 3.6.4. Total and plastic strains 102 3.6.5. Plastic potential 103 3.6.6. Yield surface 107 3.7. Three-dimensional aspect of the models and calculation of geotechnical works 116 3.8. Examples of perfect elastoplastic models 117 3.8.1. The Mohr-Coulomb model 117 3.8.2. The Drücker-Prager model 121 3.9. Examples of elastoplastic models with hardening 124 3.9.1. University of Cambridge models (Cam-Clay models) 124 3.9.2. Nova model (1982 version) 129 3.9.3. Mélanie model 131 3.10. Conclusions 136 3.11. Notations 138 3.12. References 138 Chapter 4. Elastoplastic Modeling of Soils: Cyclic Loading 143 Bernard CAMBOU and Pierre-Yves HICHER 4.1. Soil behavior under drained loading 143 4.1.1. Isotropic and oedometric cyclic loading 143 4.1.2. Cyclic triaxial loading 144 4.1.3. Influence of rotating principal axes 148 4.2. Isochoric triaxial tests 149 4.3. Modeling soil cyclic behavior 154 4.3.1. Difficulties involved in the modeling of the soil cyclic behavior in the framework of elastoplasticity 155 4.3.2. The Masing model 157 4.4. Models based on one or several independent yield surfaces 160 4.4.1. The CJS model 161 4.5. Models based on nested yield surfaces 166 4.5.1. Models with nested yield surfaces: the Mroz model 167 4.5.2. Model with infinite yield surfaces: the Hujeux model 168 Deviatoric mechanisms (k = 1, 2, 3) 169 4.5.3. Models with two yield surfaces: the Dafalias model 176 4.5.4. Models with two yield surfaces: the Hashigushi model 178 4.5.5. Models with two yield surfaces: CJS 4 model 179 4.6. Generalized plasticity models 181 4.7. Parameter identification for cyclic plasticity models 182 4.8. Conclusion 183 4.9. References 183 Chapter 5. Elastoplastic Behavior of Ductile Porous Rocks 187 Jian-Fu SHAO and Shou-Yi XIE 5.1. Introduction 187 5.2. Review of typical mechanical behavior of porous rocks 188 5.3. Formulation of the constitutive model 192 5.3.1. Plastic pore collapse model 194 5.3.2. Plastic shearing model 195 5.4. Examples of numerical simulations 198 5.5. Influence of water saturation 200 5.6. Creep deformation 204 5.7. Conclusion 206 5.8. References 207 Chapter 6. Incremental Constitutive Relations for Soils 211 René CHAMBON, Félix DARVE and Farid LAOUAFA 6.1. Incremental nature of constitutive relations 211 6.2. Hypoplastic CloE models 213 6.2.1. Irreversibility in hypoplasticity 214 6.2.2. Limit states 216 6.2.3. A simple example: the 2D Mohr-Coulomb model 219 6.2.4. Use in boundary value problems 221 6.2.5. Explicit criterion of localization 222 6.2.6. Induced anisotropy 224 6.2.7. Extension to media with internal length 225 6.2.8. Examples of application 226 6.3. Incrementally non-linear constitutive relations 229 6.3.1. Formalism 229 6.3.2. Continuous transition between non-linear and octo-linear interpolations 234 6.3.3. Significant degenerations 238 6.3.4. Applications 240 6.3.5. Conclusions 255 6.4. General conclusion 255 6.5. References 257 Chapter 7. Viscoplastic Behavior of Soils 261 Pierre-Yves HICHER and Isam SHAHROUR 7.1. Introduction 261 7.2. Laboratory testing 262 7.2.1. Strain rate influence 262 7.2.2. Creep tests 265 7.3. Constitutive models 277 7.3.1. Modeling framework 277 7.3.2. Perzyna’s formulation 278 7.4. Numerical integration of viscoplastic models 280 7.5. Viscoplastic models for clays 281 7.5.1. Choice of the viscoplastic mechanisms 281 7.5.2. Viscoplastic models derived from the elastoplastic Cam-Clay model 284 7.5.3. Cyclic viscoplastic modeling 294 7.6. Conclusion 295 7.7. References 296 Chapter 8. Damage Modeling of Rock Materials 299 André DRAGON 8.1. Introduction 299 8.2. Modeling of damage by mesocracks and induced anisotropy 302 8.2.1. Preliminaries: damage variables and some micromechanical bases 302 8.2.2. Anisotropic damage model (basic model - level (i)) 306 8.2.3. Comments on the identification of the model’s parameters and on its prediction capability 314 8.3. Taking into account mesocrack closure effects: restitution of moduli and complex hysteretic phenomena 322 8.3.1. Normal unilateral effect 322 8.3.2. Introduction of friction 329 8.4. Numerical integration and application examples – concluding notes 336 8.5. References 342 Chapter 9. Multiscale Modeling of Anisotropic Unilateral Damage in Quasibrittle Geomaterials: Formulation and Numerical Applications 347 Djimédo KONDO, Qizhi ZHU, Jian-Fu SHAO and Vincent PENSEE 9.1. Introduction 347 9.2. Homogenization of microcracked materials: basic principles and macroscopic energy 349 9.3. Formulation of the multiscale anisotropic unilateral damage model 354 9.3.1. Constitutive equations 354 9.3.2. Friction-damage coupling and evolution laws 358 9.4. Computational aspects and implementation of the multiscale damage model 360 9.4.1. Determination of the tangent matrix 360 9.4.2. Local integration of the model 361 9.5. Illustration of the model predictions for shear tests 363 9.6. Model’s validation for laboratory data including true triaxial tests 364 9.6.1. Validation by comparison with conventional triaxial compression tests 365 9.6.2. Simulations of true triaxial compression tests 367 9.7. Application on an underground structure: evaluation of the excavation damage zone (EDZ) 369 9.8. Conclusions 373 9.9. References 374 Chapter 10. Poromechanical Behavior of Saturated Cohesive Rocks 377 Jian-Fu SHAO and Albert GIRAUD 10.1. Introduction 377 10.2. Fundamentals of linear poroelasticity 378 10.3. Fundamentals of poroplasticity 382 10.4. Damage modeling of saturated brittle materials 385 10.4.1. Experimental characterization 386 10.4.2. Numerical modeling 394 10.5. Conclusion 401 10.6. References 402 Chapter 11. Parameter Identification 405 Pierre-Yves HICHER and Jian-Fu SHAO 11.1. Introduction 405 11.2. Analytical methods 407 11.3. Correlations applied to parameter identification 407 11.4. Optimization methods 413 11.4.1. Numerical formulation 414 11.4.2. Examples of parameter identification by means of laboratory testing 416 11.4.3. Parameter identification from in situ testing 418 11.5. Conclusion 430 11.6. References 430 List of Authors 433 Index 437

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Book SynopsisThis third volume completes the long-established key handbook for the laboratory testing of soils. The text covers soil testing in terms of effective stress, for which the measurement of pore water pressure is the essential feature. The principle and theory of effective stress are explained, practical applications are outlined, and the apparatus used, including its calibration and checking, is described. The book has been updated to reflect current practice and instrumentation using electronic data capture. The first two chapters provide the theory. These are followed by a description of the apparatus and associated instrumentation for effective stress triaxial tests and then the test procedures themselves. A description of the accelerated permeability test and procedures for unconsolidated undrained and consolidated undrained triaxial compression tests using a mid-height pore pressure probe have been added, and reference to changes due to Eurocode 7 requirements for sample quality are provided as required.Trade Review'...provides a very useful introduction for geoscientists to the concept of effective stress and the theory of triaxial testing. The descriptions are clear, the chapters are very well organized, and the illustrations are superb. This splendid manual belongs in every university library patronized by geoscientists and engineers.' Environmental & Engineering GeoscienceTable of ContentsEffective stress testing principles, theory and applications; Stress paths in triaxial testing; Test equipment; Calibrations, corrections and general practice; Routine effective stress triaxial tests; Further triaxial shear strength tests; Triaxial consolidation and permeability tests; Hydraulic cell consolidation and permeability tests; Appendix: Units, nomenclature and laboratory equipment; Uncertainty of measurement; Index

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Book SynopsisChalk has proved to be one of the more difficult rocks to core-log as it breaks up readily during the drilling process leading to core-loss and destructuring, particularly where flints, nodular chalks and/or fractures are present. One of the greatest difficulties is the identification of chalk engineering grade which relies heavily on fracture aperture. Obtaining the correct grade to define the depth of weathering and the depth at which fractures become closed is essential whether for tunnels in London or for wind turbine piled foundations in the offshore chalks. Very few geologists and engineers have had the opportunity to study field sections in the Chalk so there is little visual appreciation of the grades or the variation to expect or even what flint bands look like. To partly overcome this difficulty, both field and core sections are illustrated in this book. Equally important to recognising Chalk grade is the building of conceptual ground models for construction projects. This can only be achieved if the various Chalk formations, beds and marker beds can be identified from cores and then boreholes correlated using the marker beds.The Chalk stratigraphy is accordingly covered with key formations and marker beds illustrated, and the best field sections for viewing them identified. This book is based on the standard lithostratigraphy and method of engineering description of Chalk developed over many years. Also important are over 3000 onshore and offshore chalk-cored boreholes undertaken by the author over more than 30 years. In addition, typical lithologies and weathering profiles representing the Chalk formations likely to be encountered in the various onshore and offshore construction projects are illustrated using field exposures, rotary core samples and geophysical borehole wire-line logs. There will be geological settings where information on the Chalk is poor and unexpected lithologies and stratigraphies may be found. This book will enable geologists to work from first principles to construct a lithostratigraphy and define weathering boundaries.Trade Review`This book brings together logs from numerous UK projects as well as offshore records and others from mainland Europe. …the results are truly amazing with superb logs, maps, diagrams, photograph and core samples’. Down to Earth -------------------- '...a lavishly illustrated volume... ...a weighty tome that encapsulates the author's 30 plus years' experience of logging chalk... ...this book should also be available to all in the team when developments on or in the Chalk are under investigation or design'. Bulletin of Engineering Geology and the Environment ---------- '...the first ever book exclusively dedicated to this geological material, includes excellent and detailed information for geologists and geological engineers who might have to work in the field with chalk in any geological or construction project'. European Geologist -------------------- 'As well as serving a practical guide, this lavishly illustrated book also provides a detailed overview of onshore and offshore Chalk stratigraphy with a much newly published data... ...the applicability and ease of access of the information it contains provide an excellent basis for anyone who needs to become competent in logging and understanding Chalk geology, and will be invaluable to those who want to expand established expertise'. Proceedings of the Geologists' Association -------------------- '...exemplifies good geological practice... The key selling point of the book...is its lavish illustration. ...really helps the reader to observe the Chalk through the eyes of a leading chalk geologist. ...an invaluable training resource to students, amateurs and professionals. ... I would strongly recommend this book to anyone who wants to know the Chalk, scientifically or practically. The book is highly accessible and a pleasure to read. It is absolutely essential reading for all practitioners...' Geology Today -------------------- '...does an excellent job of describing its huge variety of lithologies and fabrics. ...this is the book to have to hand. ... One of its beauties is the wonderful set of colour photographs used to portray chalk profiles. ...the author's masterly synthesis of chalk description...' Geoscientist

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Book SynopsisBishop is undoubtedly one of the most widely-known names in the soil mechanics, or geotechnical engineering, community today, alongside the `founding father', Karl Terzaghi. This is mainly due to the method Bishop devised for estimating the stability of soil slopes; it became known as The Bishop Method and immortalised his name. However, Bishop's contributions to the development of soil mechanics were far wider and of greater significance than his slope stability `method'. His colleague, Professor Skempton, makes this very clear in his contribution to the Bishop eulogy published in Geotechnique in 1988. ...It was a great privilege and the best of good luck to be associated for nearly 40 years with one of the finest intellects in our subject ... his work in this field brought about a highly beneficial revolution in soil mechanics... He was loved and respected by his numerous students... Through them and the strict but friendly criticism of his colleagues' work, and his own important contributions, he exerted a unique influence. Bishop began his career in 1943 when the new soil mechanics world was still grappling with the fundamental issue of soil shear strength. Even the great Terzaghi had not sorted this out. Bishop applied himself immediately to this problem and by the mid 1950s had largely solved it. He published his findings in 1960 in a paper co-authored with Lauritz Bjerrum. This established the parameters to be determined by triaxial testing and the two methods of analysis in use today. This was undoubtedly Bishop's most influential paper. In the eyes of many people Bishop did not receive the recognition he deserved during his lifetime, and indeed has not received since. However, The Bishop Method makes it clear just how influential and important Bishop's contributions were to soil mechanics. The book comprises three parts: Part 1 - the story of Bishop's life, emphasising his particular problem-solving skills Part 2 - his contribution to soil mechanics in some detail, of particular interest to anyone with a technical/professional perspective Part 3 - articles by past students and others who knew him which together paint a fascinating picture of the manTrade Review'...A very interesting and wonderfully readable book...If you have even the slightest interest in the history of soil mechanics and the life of one of its best pioneers, this is a book you will delight in reading'. NZ Geomatics News

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Book SynopsisLandslide Risk Assessment, Third Edition is the essential guide on establishing the likelihood and extent to which future slope failures could adversely impact society and affect urban areas.

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Book SynopsisThis is the second volume of three that provides a comprehensive working manual for the laboratory testing of soils for civil engineering purposes. It is an essential practical handbook for all who are engaged in laboratory testing of soils as well as being of great value to professional engineers, consultants, academics and students in geotechnical engineering. The contents have been revised and updated to reflect current practice in standard laboratory test procedures for determining some of the important engineering properties of soils.The authors have had many years experience in managing large soil testing laboratories since the early 1950s through to the present day, whilst actively contributing to the development of geotechnical testing through training courses, lectures, committees and working groups. They recognise that it is particularly important for test methods to be fully understood and a step-by-step approach has therefore been used in presenting each section. The test procedures comprise the measurement of soil permeability, CBR value, drained and undrained shear strength, and consolidation characteristics.Additional material in this new edition includes the Fall cone procedure for measurement of shear strength in clays based on the European Technical Specification, a simplified direct approach and a useful arrangement for applying pressures in multistage triaxial tests to meet the requirements of BS1377. The latest requirements for calibration of equipment and measuring devices are presented and discussed, together with the significance of quality assurance based on recognised laboratory accreditation to ISO/IEC 17025.Descriptions of test methods are complemented by many numerical examples in order to illustrate the methods for recording test data, making calculations, presenting graphical plots and deriving test results. Fundamental principles are explained, where appropriate, so that the operator can have a better understanding of the significance of the tests and guidance is given where experience has shown that difficulties may be encountered. The importance of good techniques, essential checks on test equipment and laboratory safety are all emphasised.Trade Review'This splendid manual belongs in every university library patronized by geoscientists and engineers.' Environmental & Engineering Geoscience -------------------- 'The three volumes that made up the first edition have since become the standard reference for laboratory managers and technicians alike, containing as it did valuable explanations of all the tests described in BS 1377:1975. ...geotechnical engineers would do well to be aware of the publication since it provides valuable, easy-to-understand descriptions of tests that they will be specifying to obtain design parameters. ... The resulting revision .. has been worth the wait. It is well written, clear and concise and contains numerous figures and photographs to help the reader understand exactly which piece of testing equipment is being discussed. ...experienced technicians will gain both insight and value from the explanations of theory and methodology... ...the authors have succeeded in making what can seem a daunting subject readily accessible and easy to understand. ...the updated version should continue to act as the definitive reference for years to come'. Geotechnical EngineeringTable of ContentsEquipment and laboratory practice; Preperation of test specimens; Permeability and erodibility tests; California bearing radio test; Direct shear tests; Undrained compression tests; Oedometer consolidation tests; Appendix. Index

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Book SynopsisThis 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 demTrade Review' … an introductory text that is well suited for the reader with a background in the geological sciences. It is clearly written, well illustrated and full of elementary examples intended for first-year civil engineers at the University of Bristol in England.' Environmental and Engineering GeoscienceTable of Contents1. Introduction; 2. Stress in soils; 3. Density; 4. Stiffness; 5. Seepage; 6. Changes in stress; 7. Consolidation; 8. Strength; 9. Soil-structure interaction; 10. Envoi, exercises; Numerical answers.

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Book SynopsisCivil Excavations and Tunnelling is a comprehensive guide to civil excavations at surface and subsurface levels with or without aid of explosives. It features descriptions of the latest methods, techniques, equipment, trends and practices, as well as guidance on safety and the environment.Civil Excavations and Tunnelling, Second edition: serves as a single point of extraction of multiple data for earthworks comprises numerous case studies to illustrate the challenges posed by different types of soil, as well as the pros and cons of different sets of equipment details the recent innovations in tunnel boring machines (TBMs), including crossover, variable density and multi-mode TBMs includes key points and learning questions that allow readers to test their knowledge highlights best practices, sustainability in operations, loss-prevention strategies, and occupational health, safety and environment issues Excavation is a mul

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a huge range and FREE tracked UK delivery on ALL orders.

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a huge range and FREE tracked UK delivery on ALL orders.

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a huge range and FREE tracked UK delivery on ALL orders.

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