Books in Geotechnical engineering engineering geology

Field Instrumentation in Geotechnical Engineering

1st Edition
September 24, 2013
Elsevier Chennai Outsource Office
English
eBook
9 7 8 1 4 8 3 1 0 2 0 4 7

Field Instrumentation in Geotechnical Engineering documents the proceedings of a symposium of the same name organized by the International Society for Soil Mechanics and Foundation Engineering. The said symposium covers the developments in the instruments and techniques in field instrumentation. The book is divided into two parts. Part 1 covers the 37 papers included in the symposium, which cover topics such as the measurement of spatial deformations; the measurement of in situ stress and strain for solids, earth pressure and anchor forces; ground round displacement; and techniques and equipment using the surveyors lever. Part 2, on the other hand, covers the sessions during the symposium, which include topics such as different principles of measurement; the application of instrumentation; and interpretation of their results. The text is recommended for those in the field of geotechnical engineering who would like to know more about instrumentation and the processes and techniques involved in it.

Limit Analysis and Soil Plasticity

1st Edition
July 10, 2013
Wai-Fah Chen
English
eBook
9 7 8 0 4 4 4 6 0 1 0 6 3

Developments in Geotechnical Engineering, Volume 7: Limit Analysis and Soil Plasticity covers the theory and applications of limit analysis as applied to soil mechanics. Organized into 12 chapters, the book presents an introduction to the modern development of theory of soil plasticity and includes rock-like material. The first four chapters of the book describe the technique of limit analysis, beginning with the historical review of the subject and the assumptions on which it is based, and then covering various aspects of available techniques of limit analysis. The subsequent chapters deal with the applications of limit analysis to what may be termed “classical soil mechanics problems” that include bearing capacity of footings, lateral earth pressure problems, and stability of slopes. In many cases, comparisons of limit analysis solution and conventional limit equilibrium and slip-like solutions are also presented. Other chapters deal with the advances in bearing-capacity problem of concrete blocks or rock and present theoretical and experimental results of various concrete bearing problems. The concluding chapter examines elastic-plastic soil and elastic-plastic-frac... models for concrete materials. This book is an ideal resource text to geotechnical engineers and soil mechanics researchers.

Applied Salt-Rock Mechanics 1

1st Edition
June 11, 2013
C.A. Baar
English
eBook
9 7 8 0 4 4 4 6 0 1 6 5 0

Applied Salt-Rock Mechanics, 1: The In-Situ Behavior of Salt Rocks considers the principles of the inelastic in-situ behavior of rock salts. This five-chapter text surveys the successful application of hypothesis in various salt deposits. This book deals first with the geological investigations concerning the genesis and geologic features of salt deposits, specifically the geology of evaporite formation. The following chapter describes the physical and mechanical properties of salt rocks, such as creep, strain, hardening, tensile and shearing strengths, permeability, and plasticity. The discussion then shifts to the mechanism of stress-relief creep occurring in salt rock by excavation. The last chapter examines stress-relief creep zones, which extend to the boundary of interbedded formations exhibiting elastic behavior.

Grouting Theory and Practice

1st Edition
Volume 57
June 11, 2013
E. Nonveiller
English
eBook
9 7 8 0 4 4 4 5 9 8 1 0 3

Grouting is a construction process by means of which the highly erratic permeability and deformability of foundation rock and soil are homogenized. The main parameter governing the design and construction of grouting works is the permeability of the rock or soil, which is established by means of field permeability tests. This book assembles information on rock and soil grouting from various sources, together with the author's personal experience on several grouting projects. Some aspects of permeability testing of rock and soils are elaborated, and the use of theoretical ground water percolation studies for clarification of design options for grout curtains are presented. The results achieved by grouting are presented and analysed on examples of constructed grouting works (curtains, tunnels, foundations, lifting of structures).Particul... of the performance of the permeability tests and their evaluation are studied in some detail, since they can very much distort the results obtained, and thus lead to erroneous design assumptions. Systematic grouting and adjustment of the injection process to the development of grout consumption and pressure during injection is discussed in connection with the achievement of the required permeability standard. The application of grouting to reduce the permeability and the deformability of the foundation of dams and hydrotechnical structures is presented, together with a number of illustrative examples. Characteristics of contact and consolidation grouting of dam foundations and tunnel linings are described. The possibilities and examples of rock prestressing by means of grouting are reported, and the results from several applications are discussed. Examples of lifting and levelling leaning structures by means of grouting are also reviewed. The book is illustrated by 180 drawings and 20 photographs, and a list of symbols used in the formulae, plus a glossary of specific terms used in grouting, are included at the end of the book.The book is intended for organizations, civil engineers and geologists involved in the exploration, design, construction and supervision of large dams, hydroelectric power projects, tunnels and other underground works. Teachers and students of civil engineering courses in geotechnics, building and construction, rock mechanics, soil mechanics, engineering geology, and some aspects of mining engineering will also find the book useful.

The Grouting Handbook

2nd Edition
May 31, 2013
Donald M. Harrison
English
Hardback
9 7 8 0 1 2 4 1 6 5 8 5 4
eBook
9 7 8 0 1 2 4 1 6 5 8 9 2

Minimize loss of revenue and the downtime of critical assets by avoiding foundation cracking, poor bonds, and initial alignment changes. After their successful introduction as a maintenance material, machinery grouts are now being used for equipment placement in new construction. While certainly suitable for both markets and applications, a successful installation depends on proper grout selection, application, foundation preparation, and forming methods. Therefore, guidelines on their uses and limitations are needed for engineers and maintenance personnel. Based on 45 years of field experience, The Grouting Handbook collects a vast amount of information into a practical and user-friendly reference for mechanical and civil engineers. The book focuses on four basic elements of grouting: The soil and its load-carrying capability; The foundation and its mass, design, concrete mix, installation and curing procedures; Anchor bolt technology, design and installation; Epoxy grout comparison, material selection and installation. From the ground up, The Grouting Handbook takes you step by step through the grouting process. Clear, straightforward directions give you details on preparing the foundation and surface and selecting the best material and method. Comprehensive yet concise, this is a convenient handbook for veteran and rookie engineers alike.

The Penetrometer and Soil Exploration

1st Edition
Volume 1
December 2, 2012
G. Sanglerat
English
eBook
9 7 8 0 4 4 4 5 9 9 3 6 0

The Penetrometer and Soil Exploration: Interpretation of Penetration Diagrams—Theory presents the many uses of the penetrometer for investigating soil conditions. Testing methods include the following: (1) in situ load tests on full-scale foundations; (2) laboratory testing of undisturbed samples, and (3) in situ testing of soils. The book regards the advantages of using the penetrometer as a handy tool in drilling and sampling. The text emphasizes that the investigator should never rely entirely on the analogy or the extrapolation of information pertaining to a nearby site. The text describes the different shapes of the penetrometer diagrams obtained from tests in homogeneous cohesionless soil, as well as the significance of the embedment of a pile into the bearing stratum for deep foundation designs. The paper discusses the De Beer theory, Kerisel's theory, and the theory developed at the Delft Laboratory of Soil Mechanics. The laboratory determines the maximum soil pressure and the corresponding embedment of the pile. According to Professor L'Herminier, "the bearing capacity of a pile may be determined...from laboratory tests on soil samples, the other by extrapolating penetrometer data." The book is suitable for structural engineers, civil engineers, geologists, architects, and students of soil mechanics.

The Physical Principles of Rock Magnetism

1st Edition
December 2, 2012
Frank Stacey
English
eBook
9 7 8 0 4 4 4 6 0 1 7 8 0

Developments in Solid Earth Geophysics 5: The Physical Principles of Rock Magnetism explores the physical principles of rock magnetism, with emphasis on the properties of finely divided magnetic materials. It discusses the origin and stability of rock magnetizations, the role of remanent magnetism in interpreting magnetic surveys, magnetic anisotropy as an indicator of rock fabric, and the relationship between piezomagnetic changes and seismic activity. Organized into 13 chapters, this volume discusses the properties of solids, magnetite and hematite grains, and rocks with magnetite grains. It also explains various theories and equations in studying rock magnetism. Different types of magnetization are discussed, including their occurrence, significance, and effects. Some of the types include depositional and chemical remanent and thermoremanent magnetization. In addition, this book explains the thermal activation and Piezomagnetic effects, as well as the reversals of remanent magnetism. This reference contains appendices with tables of relevant functions, such as Langevin Function. This book is a valuable source of information for physicists and geologists.

Soil Properties and Behaviour

1st Edition
December 2, 2012
R. Young
English
eBook
9 7 8 0 4 4 4 6 0 1 3 6 0

Soil Properties and Behavior defines the structure of the soil-water system. This book provides the background of the nature of mineral particles and the existing forces between the particles in the soil system. It also examines the structure and fabric of soil, as well as their relationship with water. Furthermore, the book explores water movement and soil performance, which are related to the physics of soil-water movement and volume changes. This book illustrates the common clay minerals in soils and discusses the methods for their identification. It also reviews the theory of one-dimensional consolidation and discusses the soil structure in consolidation and compression. The book also presents the concepts of yield and failure in soils, yield criteria, and failure theories. It also focuses on granular and cohesive soil strength, including friction properties, the intrinsic friction angle, the volumetric strain, and pore-water pressure. The last part of the book discusses soil freezing and permafrost.

Laterite Soil Engineering

1st Edition
December 2, 2012
M Gidigasu
English
eBook
9 7 8 0 4 4 4 6 0 1 2 3 0

Laterite Soil Engineering is one of a few books about solving engineering problems with the help of engineering pedology. This book presents the latest information on the laterite soils’ geotechnical characteristics and engineering behavior. It shows that laterite soils are different from natural soils and that most laterite soils can be evaluated for engineering purposes using accepted theories and well-known test procedures for temperate-zone soils. This book also shows that modern concepts based on pedological considerations are very useful and take a logical approach to the identification and evaluation of laterite soils for engineering purposes. The first four chapters focus on reviewing information about the processes of tropical weathering and laterization. Chapter five summarizes information about the location, morphology and composition of laterite soils. Chapter six highlights the geotechnical implications of the pedogenic processes of tropical weathering, and it emphasizes the contribution of the results of these pedogenic processes to the deviations of engineering behavior of the problem of laterite soils. In addition, chapter seven discusses the influence of laterite soil genesis on the physic-chemical characteristics based on comparing the properties of three genetic soil groups formed under three different weathering conditions. Chapters eight through nineteen discuss the geotechnical characteristics and evaluation of laterite soils, and the effects of pedogenesis and soil-forming factors on the geotechnical and stabilization characteristics of laterite soils. The last chapter discusses the little information that exists on the application of laterite soils in engineering problems.

Foundations on Expansive Soils

1st Edition
December 2, 2012
Fu Hua Chen
English
eBook
9 7 8 0 4 4 4 6 0 1 6 6 7

Foundations on Expansive Soils provides the practicing engineer with a summary of the state-of-the-art of expansive soils and practical solutions based on the author's experience. The book is organized into two parts. Part I deals with theory and practice, and summarizes some of the theoretical physical properties of expansive soils. It also discusses various techniques employed to found structures on expansive soils such as drilled pier foundation, mat foundation, moisture control, soil replacement, and chemical stabilization. Topics covered include the origin, mineralogical composition, and the basic structure of expansive soils; the migration of water, swelling potential, and swelling pressure; site investigations and laboratory testing; moisture control; and soil stabilization. Part II presents case studies on the following: distress caused by pier uplift; distress caused by the improper design and construction of a drilled pier foundation system; distress caused by heaving of footing pad and floor slab; distress caused by heaving of continuous footings; and distress caused by a rise of ground water.

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