E-book: GEOTECHNICAL ENGINEERING INVESTIGATION HANDBOOK

GEOTECHNICAL ENGINEERING INVESTIGATION HANDBOOK

Second Edition

Roy E. Hunt

 

Geotechnical engineering is a branch of civil engineering that concerns the study of the interrelationship between the geologic environment and the work done by human kind. Soil mechanics and rock mechanics are fields in which the mathematical aspects of analysisfor the design of engineering works are defined and described as they relate to the geologic environment. Projects involving excavations in rock bear a close relationship to mining engineering. The basis on which the knowledge structure of geotechnical engineeringis built is a thorough comprehension of the elements of the geologic environment.

In reality, therefore, geotechnical engineering consists of two major, but separate, disciplines: geology and civil engineering. Both disciplines are branches of applied science, but there is a major philosophical difference between them. The geologist bases his conclusions primarily on observations and intuitive reasoning, whereas the engineer measures properties and applies mathematical analysis to reach his conclusions. The discipline of

engineering geology (or geological engineering) has attempted to fill this philosophical gap, primarily in connection with the characterization of the geologic environment for construction works and the evaluation of geologic phenomena such as slope movements, earthquakes, etc., rather than in relation to the design and construction of engineering works such as foundations and retaining structures.

This book was conceived as a vehicle to create a merger between geology and civil engineering; it is a comprehensive guide to the elements of geotechnical engineering from the viewpoint of investigating and defining the geologic environment for the purpose of providing criteria for the design of engineering works—whether they are in soil or rock. The geotechnical engineer must be familiar with the many components of the geologic environment and its characteristics: rock types and rock masses, soil types and soil formations, groundwater as well as the phenomena generally referred to as geologichazards, i.e., flooding and erosion, landslides, ground heave, subsidence and collapse, and earthquakes.

While conducting geotechnical investigations it is necessary to identify these elements and to define their spatial orientation by employing various techniques of exploration.

Engineering design criteria are established based on measurements of the hydraulic andmechanical properties of the component geologic materials, either through laboratory testsof samples retrieved from the field, or by tests in the field itself, i.e., in situ. The response of the geologic environment to changing stress fields or other transient conditions, occurring naturally or as a result of construction activity, is measured with instrumentation.

The emphasis in this text is on the identification and description of the elements of the geologic environment, the data required for the analysis and design of engineering works, the physical and engineering properties of geologic materials, and procurement of the relevant data. Approaches to solutions of engineering problems are described for some conditions as an aid to understanding the necessity for the data and their application; general solutions are described for those problems that can be resolved based on experience and judgment, without resorting to rigorous mathematical analysis. The analytical aspects of soil and rock mechanics as applied to the design of foundations, retaining structures,dams, pavements, tunnels, and other engineering works are not included in this text, except on occasion as a brief reference to some particular aspect of analysis such as settlements, slope stability, or seepage forces.

The most serious elements of the geologic environment that impact on the work by humankind are the geologic hazards, and approaches for dealing with these hazards are described in some detail. These phenomena are considered in terms of the degree of hazard that they pose and the degree of the risk of their occurrence. Solutions to these problems can follow one of several approaches: avoid the hazard, reduce it, or eliminate it. It must be recognized that in many instances it is not possible to totally eliminate a hazardous condition and it must either be avoided or reduced to the point where the risk istolerable.

 

GEOTECHNICAL ENGINEERINGINVESTIGATION HANDBOOK  PDF

 

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geotechnical earthquake engineer handbook by Robert W. Day

GEOTECHNICAL EARTHQUAKE ENGINEERING HANDBOOK

Robert W. Day

 

 ABOUT THE AUTHOR

ROBERT W. DAY is a leading geotechnical engineer and the Chief Engineer at American Geotechnical in San Diego, California. The author of over 200 published technical papers and four textbooks (Forensic Geotechnical and Foundation Engineering, Geotechnical and Foundation Engineering: Design and Construction, Geotechnical Engineer’s Portable Handbook, and Soil Testing Manual), he serves on advisory committees for several professional associations, including ASCE, ASTM, and NCEES. He holds four college degrees: two from Villanova University (bachelor’s and master’s degrees majoring instructural engineering), and two from the Massachusetts Institute of Technology [master’s and the Civil Engineer degree (highest degree) majoring in geotechnical engineering]. Heis also a registered civil engineer in several states and a registered geotechnical engineer inCalifornia.

PREFACE

The purpose of this book is to present the practical aspects of geotechnical earthquake engineering. Because of the assumptions and uncertainties associated with geotechnical engineering, it is often described as an “art” rather than exact science. Geotechnical earthquake engineering is even more challenging because of the inherent unknowns associated with earthquakes. Because of these uncertainties in earthquake engineering, simple analyses are prominent in this book, with complex and theoretical evaluations kept to an essential minimum.

The book is divided into four separate parts. Part 1 (Chaps. 2 to 4) provides a discussion of basic earthquake principles, common earthquake effects, and typical structural damage caused by the seismic shaking. Part 2 (Chaps. 5 to 11) deals with earthquake computations for conditions commonly encountered by the design engineer, such as liquefaction, settlement, bearing capacity, and slope stability. Part 3 (Chaps. 12 and 13) discusses site improvement methods that can be used to mitigate the effects of the earthquake on the structure. Part 4 (Chap. 14) is a concluding chapter dealing with building codes.

The book contains practical analyses for geotechnical earthquake engineering. There may be local building code, government regulations, or other special project requirements that are more rigorous than the procedures outlined in this book. The analyses presented here should not replace experience and professional judgment. Every project is different,

and the engineering analyses described in this book may not be applicable for all circumstances.

Robert W. Day

 

geotechnical earthquake engineer handbook by Robert W. Day  PDF

 

 

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earthquake geotechnical engineering by Towhata

Ikuo Towhata received his B.E, M.E. and Doctor of Engineering from the University of Tokyo in 1977,1979 and 1982 respectively. He has taught at the University of British Columbia, the Asian Institute of Technology, and Chulalongkom University in Bangkok as well as the University of Tokyo, where he is presently a Professor of Civil Engineering.

In addition to authoring one book, “Geotechnical Earthquake Engineering”, Towhata has presented numerous invited lectures and has served on a number of editing boards and committees for professional journals internationally. He holds membership in the Japanese Geotechnical Society, the Southeast Asian Geotechnical Society, the International Society of Soil Mechanics and Geotechnical Engineering, the Japan Society of Civil Engineers (Fellow), the Japan Association for Earthquake Engineering and the Japan Landslide Society, and served on the board of directors for the Japanese Society of Geotechnical Engineering (1999-2002, 2005-2008), the Japan Association for Earthquake Engineering (2004-2006) andthe Japan Landslide Society (2004-2008).

Towhata has received many awards from 1985 to present, including several “best paper” awards and the Shamsher Prakash Research Award in 1999. His fields of major interest include deformation characteristics of cohesionless soils, dynamic analysis of earth structures during earthquakes, permanent displacement of ground caused by seismic liquefaction, soil improvement by densification and grouting, stability of seabed in static and dynamic manners, thermal effects on mechanical behavior of clays, microscopic observation of granular behavior of sand subjected to shear, dynamics of landslide and debris flow, mechanical properties of municipal waste ground and seismic performance-based design of geotechnical structures.

Geotechnical Earthquake Engineering

Geotechnical Earthquake EngineeringThis book presents all issues of earthquake geotechnical engineering in a comprehensive way. It summarizes the present knowledge on earthquake hazards and their causative mechanisms, experimental studies on nonlinear complex soil behaviour, an analysis to predict ground behaviour during earthquakes, field studies to determine nature of real ground as input data for analysis, and damage mitigation technologies. Information obtained from earthquake damage investigation (such as ground motion, landslides, earth pressure, fault action, or liquefaction) as well as data from laboratory tests and field investigation is supplied, together with exercises/questions.

Written for:

Engineers, graduate students, and professionals in geotechnical engineering, civil engineering, earth sciences, soil and ground mechanics

Keywords:
  • Earth Pressure
  • Effective Stress Analysis
  • Field Investigation
  • Ground Motion
  • Soil Mechanics

 

Geotechnical Earthquake Engineering    PDF

 

 

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ebook: SOIL DYNAMICS ,A. Verruijt

 

SOIL DYNAMICS

 

A. Verruijt

 

Delft University of Technology

1994, 2004

 

PREFACE

 

This book contains the lecture notes for the course on ”Soil Dynamics” of the Department of Civil Engineering of the Delft University of Technology, as given until the year 2002. The book has been updated continuously since 1994, and the material may be further adapted and expanded in the future.

The text has been prepared using the LATEX version (Lamport, 1986) of the program TEX (Knuth, 1986).

This is the version of the book in PDF format, which can be downloaded from the website . It can be read using the ADOBE ACROBAT reader. All comments will be greatly appreciated.

Delft, September 1994; Zoetermeer, July 2004 A. Verruijt A.Verruijt@planet.n

 

 CONTENTS

 

1. Vibrating Systems . .

2. Theory of Consolidation

3. Plane Waves in Porous

4. Waves in Piles

5. Earthquakes in Soft

6. Cylindrical

7. Spherical Waves

8. Elastostatics of a Half Space

9. Elastodynamics of a Half Space

10. Foundation Vibrations

11. Moving Loads on an Elastic Half

Appendix A. Integral Transforms

 

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کتاب: How to Learn Any Language

How to Learn Any Language

Quickly, Easily, Inexpensively, Enjoyably and On Your Own

 

by :Barry Farber

Founder of the Language Club/Nationally Syndicated Talk Show Host

 

 

Contents

Acknowledgements

Introduction

Part I: My Story

A Life of Language Learning

Part II: The System

Do As I Now Say, Not As I Then Did

Psych Up

French or Tagalog: Choosing a Language

Gathering Your Tools

The Multiple Track Attack

Hidden Moments

Harry Lorayne’s Magic Memory Aid

The Plunge

Motivations

Language Power to the People

Back to Basics

Last Words Before the Wedding

Part III: Appendices

The Language Club

The Principal Languages of the World

Farber’s Language Reviews

 

PDF    How to Learn Any Language

 

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کتاب: تئوری و کاربرد الاستوسیته ELASTICITY Theory, Applications, and Numerics

 سلام دوستان امروز یه کتاب بسیار بسیارمفید و بسیار خوب در مورد تئوری و کاربرد الاستوسیته بریتان می گذارم. این کتاب را حتما داشته باشید

 

 

ELASTICITY

 

Theory, Applications, and Numerics

 

MARTIN H. SADD

Professor, University of Rhode Island

Department of Mechanical Engineering and Applied Mechanics

Kingston, Rhode Island

 

This text is an outgrowth of lecture notes that I have used in teaching a two-course sequence in theory of elasticity. Part I of the text is designed primarily for the first course, normally taken by beginning graduate students from a variety of engineering disciplines. The purpose of the first course is to introduce students to theory and formulation and to present solutions to some basic problems. In this fashion students see how and why the more fundamental elasticity model of deformation should replace elementary strength of materials analysis. The first course also provides the foundation for more advanced study in related areas of solid mechanics.

More advanced material included in Part II has normally been used for a second course taken by second- and third-year students. However, certain portions of the second part could be easily integrated into the first course. So what is the justification of my entry of another text in the elasticity field? For many years, I have taught this material at several U.S. engineering schools, related industries, and a government agency. During this time, basic theory has remained much the same; however, changes in problem solving emphasis, research applications, numerical/computational methods, and engineering education pedagogy have created needs for new approaches to the subject. The author has found that current textbook titles commonly lack a concise and organized presentation of theory, proper format for educational use, significant applications in contemporary areas, and a numerical interface to help understand and develop solutions.

The elasticity presentation in this book reflects the words used in the title—Theory, Applications and Numerics. Because theory provides the fundamental cornerstone of this field, it is important to first provide a sound theoretical development of elasticity with sufficient rigor to give students a good foundation for the development of solutions to a wide class of problems. The theoretical development is done in an organized and concise manner in order to not lose the attention of the less-mathematically inclined students or the focus of applications.

With a primary goal of solving problems of engineering interest, the text offers numerous applications in contemporary areas, including anisotropic composite and functionally graded materials, fracture mechanics, micromechanics modeling, thermoelastic problems, and computational finite and boundary element methods. Numerous solved example problems and exercises are included in all chapters. What is perhaps the most unique aspect of the text is its integrated use of numerics. By taking the approach that applications of theory need to be observed through calculation and graphical display, numerics is accomplished through the use of MATLAB, one of the most popular engineering software packages. This software is used throughout the text for applications such as: stress and strain transformation, evaluation and plotting of stress and displacement distributions, finite element calculations, and making comparisons between strength of materials, and analytical and numerical elasticity solutions.

With numerical and graphical evaluations, application problems become more interesting and

useful for student learning.

 

Text Contents

The book is divided into two main parts; the first emphasizes formulation details and elementary applications. Chapter 1 provides a mathematical background for the formulation of elasticity through a review of scalar, vector, and tensor field theory. Cartesian index tensor

notation is introduced and is used throughout the formulation sections of the book. Chapter 2

covers the analysis of strain and displacement within the context of small deformation theory. The concept of strain compatibility is also presented in this chapter. Forces, stresses, and equilibrium are developed in Chapter 3. Linear elastic material behavior leading to the generalized Hook’s law is discussed in Chapter 4. This chapter also includes brief discussions on non-homogeneous, anisotropic, and thermoelastic constitutive forms. Later chapters more fully investigate anisotropic and thermoelastic materials. Chapter 5 collects the previously derived equations and formulates the basic boundary value problems of elasticity theory.

Displacement and stress formulations are made and general solution strategies are presented.

This is an important chapter for students to put the theory together. Chapter 6 presents strain

energy and related principles including the reciprocal theorem, virtual work, and minimum potential and complimentary energy. Two-dimensional formulations of plane strain, plane stress, and anti-plane strain are given in Chapter 7. An extensive set of solutions for specific two-dimensional problems are then presented in Chapter 8, and numerous MATLAB applications are used to demonstrate the results. Analytical solutions are continued in Chapter 9 for the Saint-Venant extension, torsion, and flexure problems. The material in Part I provides the core for a sound one-semester beginning course in elasticity developed in a logical and orderly manner. Selected portions of the second part of this book could also be incorporated in such a beginning course.

Part II of the text continues the study into more advanced topics normally covered in a second course on elasticity. The powerful method of complex variables for the plane problem is presented in Chapter 10, and several applications to fracture mechanics are given. Chapter 11 extends the previous isotropic theory into the behavior of anisotropic solids with emphasis for composite materials. This is an important application, and, again, examples related to fracture mechanics are provided. An introduction to thermoelasticity is developed in Chapter 12, and several specific application problems are discussed, including stress concentration and crack problems. Potential methods including both displacement potentials and stress functions are presented in Chapter 13. These methods are used to develop several three-dimensional elasticity solutions. Chapter 14 presents a unique collection of applications of elasticity to problems involving micromechanics modeling. Included in this chapter are applications for dislocation modeling, singular stress states, solids with distributed cracks, and micropolar, distributed voids, and doublet mechanics theories. The final Chapter 15 provides a brief introduction to the powerful numerical methods of finite and boundary element techniques.

Although only two-dimensional theory is developed, the numerical results in the example problems provide interesting comparisons with previously generated analytical solutions from earlier chapters.

 

 

PDF     ELASTICITY Theory, Applications, and Numerics

 

 

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