Fundamentals of Ground EngineeringPaperback
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- Publisher: Apple Academic Press Inc.
- Format: Paperback | 242 pages
- Dimensions: 214mm x 274mm x 16mm | 640g
- Publication date: 13 May 2014
- Publication City/Country: Oakville
- ISBN 10: 148220617X
- ISBN 13: 9781482206173
- Illustrations note: 399 black & white illustrations
- Sales rank: 1,247,516
Fundamentals of Ground Engineering is an unconventional study guide that serves up the key principles, theories, definitions, and analyses of geotechnical engineering in bite-sized pieces. This book contains brief-one or two pages per topic-snippets of information covering the geotechnical engineering component of a typical undergraduate course in civil engineering as well as some topics for advanced courses. Written in note form, it summarizes the basic principles and theories of soil mechanics, the procedures for creating a geotechnical model, and the common analyses for slopes, foundations, and walls. Puts the mechanics into soil mechanics Presents information that is simple to use-structured around diagrams and formulae with few words Explains detailed analyses given in the longer standard texts A short, easily read summary of the basic theories and routine analyses of ground engineering, Fundamentals of Ground Engineering incorporates plenty of diagrams and concentrated data without going into detailed explanations. This text is an ideal reference for students, practicing civil engineers-senior and junior-and by engineering geologists.
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John Atkinson is senior principal at Coffey Geotechnics, and emeritus professor of soil mechanics at City University, London. He is the author of several textbooks, including The Mechanics of Soils and Foundations (2nd ed) also published by Taylor & Francis.
"The book covers, in a concise and easily readable form, the basics of geological and ground investigation, physics, and mechanics, and then applies these principles to the fundamentals of soil mechanics. It also discusses how basic soil mechanics are applied to a range of common geotechnical problems. In addition to outlining these problems, the concluding chapter sets out how the topics covered in the book can be applied to practical design. This is a critical chapter which many current texts fail to treat adequately, if at all." -Harry Poulos, Coffey Geotechnics/University of Sydney, Australia "I like the book so much because it covers the complete range of geotechnical engineering ... from underlying principles to the design of all major geotechnical constructions. ... This book is a perfect companion for those learning the subject for the first time as B.Sc and M.Sc students, and also a nice tool for practical engineers looking to refresh their knowledge. It contains the classical content as well as addresses current subjects. It offers chapter summaries and also suggests relevant literature for further study." -Tom Schanz, Ruhr-Universitat Bochum, Germany
Table of contents
What is Geotechnical Engineering? Construction in the Ground Who are Geotechnical Professionals and What Do They Do? Education and Training What Goes Wrong? Things to Do Further Reading Part A Discovering the Ground Formation of Soils and Rocks Basic Soil and Rock Cycle Geological Age Natural Earth Materials Surface Processes Local Climate and Rocks in England Things to Do Further Reading Description and Classification of Soils Differences between Soils and Rocks Basic Description of Soils and Rocks Grading of Soil Characteristics of Soil Grains Water Content Unit Weight Relationships Packing of Grains Structure in Soils Things to Do Further Reading Ground Investigations Ground Models Methodology for Ground Investigations Reports Components of Ground Investigations Reliability of the Geotechnical Model Things to Do Further Reading Part B Essential Physics and Mechanics Basic Mechanics Mass, Force and Common Units in Ground Engineering What Do Structures Have to Do? Stress and Strain: Strength and Stiffness Analysis of Stress by the Mohr Circle Construction Things to Do Behaviour of Materials Specific Loading Configurations Stiffness: Compression and Distortion Strength Theories to Define Strength Stress-Strain Relationships Elastic and Inelastic Behaviour Perfectly Plastic Behaviour Elasticity, Plasticity and Hardening Creep Things to Do Further Reading Water Pressure and Seepage Water and Water Pressure Saturation Negative Pore Pressure and Suction Steady-State Seepage Permeability and Speed of Drainage Things to Do Further Reading Part C Soil Mechanics Pore Pressure and Effective Stress Effective Stress Effects of Changes of Stress Drained and Undrained Loading and Consolidation Rates of Loading Things to Do Further Reading Soil Behaviour Observed in Tests on Samples Soil Testing Apparatus Loading of Soil Samples Characteristics of Soil Behaviour during Compression and Swelling Characteristics of Soil Behaviour during Shearing Unified Soil Behaviour Things to Do Further Reading Soil Deformation Stiffness of Soil for Drained and Undrained Loading Compression and Swelling, Yielding and Overconsolidation Simple Model for D Compression General Model for Isotropic and D Compression Horizontal Stress in the Ground Non-Linear Stiffness of Soil Very Small Strain Stiffness G' Relationships between Stiffness Moduli for Isotropic Elastic Soil Consolidation Creep Things to Do Further Reading Soil Strength Soil Has Several Strengths Critical State Strength Residual Strength Undrained Strength and Effective Stress Strength Unconfined Compressive Strength Peak Strength of Soil Stress Dilatancy Equations for Peak Strength Strength of Soil in Triaxial Compression Strength and Stiffness of Typical Soils and Engineering Materials Things to Do Further Reading State and State Parameters State: Soils and Rocks State Parameters State Parameter and a State Boundary State Paths Creep and Change of State Things to Do Further Reading Cam Clay and Numerical Modelling Numerical Models Cam Clay Behaviour of Cam Clay in Drained Loading Behaviour of Cam Clay in Undrained Loading Comments on Behaviour of Cam Clay Further Reading Soil Parameters for Design Soil Parameters Tests and Results Sources of Error in Soil Tests Derivation of Geotechnical Parameters Characteristic and Design Values Estimation of Parameters from Soil Description Selection of Soil Parameters for Design Further Reading Part D Geotechnical Engineering Routine Analyses of Geotechnical Structures Basic Analyses Limit Equilibrium Analyses Upper and Lower Bound Plasticity Methods Foundations on Elastic Soil Steady Seepage Consolidation Settlement Further Reading Stability of Slopes Slope Failures Stress Changes in Slopes Basic Slope Stability Solutions Pore Pressures in Slopes A Hole in the Beach Things to Do Further Reading Foundations Foundation Types Stress Changes below a Shallow Foundation Loading and Movement of a Foundation Bearing Capacity Factors Floating Foundations Settlement of Shallow Foundations Single Piles Things to Do Further Reading Retaining Walls Types of Retaining Wall Earth Pressures on Retaining Walls Rankine Earth Pressures Coulomb Wedge Analyses Overall Equilibrium of Embedded Walls Overall Equilibrium of a Gravity Wall Influence of Water on Retaining Walls Further Reading Unsaturated, Improved and Difficult Soils Compaction Unsaturated Soil Ground Improvement Structured Soils Further Reading Principles of Geotechnical Design What is Failure? Use of Factors to Prevent Failure Changes with Time Selection of Design Parameters Design of a Shallow Foundation for Undrained Loading Design of a Shallow Foundation for Drained Loading Standards and Codes Keywords, Definitions and Index