Download Fundamentals of Soil Behavior by Mitchell and Soga - The Ultimate Guide to Soil Mechanics and Geotechnical Engineering
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Introduction
Soil is one of the most common and complex materials on Earth. It supports life, structures, and civilizations. It also poses many challenges and risks for engineers, geologists, and environmentalists. Understanding how soil behaves under different conditions is essential for solving various problems related to soil mechanics, geotechnical engineering, environmental geotechnics, and geochemistry.
Fundamentals Of Soil Behavior Mitchell Pdf Free Download.rar
In this article, we will introduce you to one of the classic books on the physical properties of soil and the fundamentals of its behavior: Fundamentals of Soil Behavior by James K. Mitchell and Kenichi Soga. We will also show you how you can download this book for free as a pdf file.
What is soil behavior?
Soil behavior refers to the way soil responds to external forces, such as stress, strain, temperature, moisture, chemical agents, biological agents, and time. Soil behavior is influenced by many factors, such as soil composition, structure, fabric, water content, pore pressure, effective stress, consolidation, swelling, shear strength, stability, permeability, seepage, diffusion, adsorption, thermal conductivity, thermal expansion, micro-mechanical interactions, and time effects.
Why is soil behavior important?
Soil behavior is important because it affects many aspects of engineering and environmental applications, such as foundation design, slope stability analysis, earth retaining structures, excavation and tunneling, landfill design and operation, groundwater management and remediation, soil erosion and sedimentation control, soil improvement and reinforcement techniques, earthquake engineering and liquefaction potential assessment.
Who is James K. Mitchell?
James K. Mitchell was a distinguished professor emeritus of civil engineering at Virginia Tech and a pioneer in the field of soil mechanics and geotechnical engineering. He was born in 1930 in New Zealand and received his B.S., M.S., and Ph.D. degrees from the University of California at Berkeley. He taught at Berkeley from 1958 to 1984 and then moved to Virginia Tech until his retirement in 1999. He also served as a consultant for many national and international projects involving soil behavior problems.
Mitchell was widely recognized for his contributions to the advancement of knowledge and practice in soil mechanics and geotechnical engineering. He authored or co-authored over 400 publications, including several books and monographs. He received many honors and awards for his achievements, such as the Terzaghi Award (1976), the Rankine Lecture (1981), the Terzaghi Lecture (1985), the ASCE Outstanding Projects And Leaders (OPAL) Award (2000), the Karl Terzaghi Award (2001), the Ralph B. Peck Award (2005), and the ASCE Outstanding Lifetime Achievement Award in Education (2010). He was also elected to the National Academy of Engineering (1976) and the National Academy of Sciences (2005).
Mitchell passed away in 2018 at the age of 87. He left behind a legacy of excellence in research, teaching, mentoring, service, and leadership in the field of soil mechanics and geotechnical engineering.
Main body
What are the main topics covered in Fundamentals of Soil Behavior?
Fundamentals of Soil Behavior was first published in 1976 by John Wiley & Sons. It was one of the first books to provide a comprehensive and integrated treatment of the physical properties of soil and the fundamentals of its behavior under various conditions. It was based on Mitchell's extensive research experience and teaching materials at Berkeley.
The book was well received by students and professionals alike for its clarity, rigor, and relevance. It became a standard reference and textbook for courses and projects involving soil behavior problems. It also stimulated further research and development in the field.
The book was revised and expanded in two subsequent editions, in 1993 and 2005, co-authored by Kenichi Soga, a professor of civil engineering at the University of Cambridge. The third edition, which is the latest one available, contains 577 pages and 15 chapters, covering the following topics:
Soil composition and engineering properties
This chapter introduces the basic concepts and definitions of soil mechanics, such as phase relationships, index properties, soil classification, and soil sampling. It also discusses the effects of soil composition, such as mineralogy, grain size distribution, specific surface area, and organic matter content, on engineering properties, such as density, porosity, void ratio, water content, specific gravity, and unit weight.
Soil structure and fabric
This chapter deals with the arrangement and orientation of soil particles and aggregates, which determine the macroscopic and microscopic structure and fabric of soil. It also explains how soil structure and fabric influence the mechanical, hydraulic, thermal, electrical, and chemical behavior of soil.
Soil water and effective stress
This chapter describes the nature and properties of water in soil pores, such as capillarity, surface tension, vapor pressure, osmotic pressure, and electrical potential. It also introduces the concept of effective stress, which is the difference between total stress and pore water pressure in saturated or partially saturated soils. It shows how effective stress controls the deformation and strength of soils.
Stress-strain-strength behavior of soils
This chapter presents the fundamental principles and methods of measuring and analyzing the stress-strain-strength behavior of soils under different loading conditions, such as axial compression, triaxial compression, direct shear, simple shear, torsion shear, plane strain compression, unconfined compression, unconsolidated undrained compression, consolidated undrained compression with pore pressure measurement (CU-PPM), consolidated drained compression (CD), oedometer compression (OED), constant rate of strain compression (CRS), constant volume compression (CV), isotropic compression (IC), isotropic consolidation (ICL), K0-consolidation (K0CL), anisotropic consolidation (ACL), creep loading (CRP), cyclic loading (CYC), residual loading (RES), stress path loading (SPL), stress relaxation loading (SRL), strain rate loading (SRL), strain controlled loading (SCL), stress controlled loading (SCL), load controlled loading (LCL), displacement controlled loading (DCL), strain increment ratio loading (SIRL), stress increment ratio loading (SIRL), load increment ratio loading (LIRL), displacement increment ratio loading (DIRL), etc.
It also explains the factors that affect the stress-strain-strength behavior of soils, such as confining pressure, drainage conditions, loading history, strain rate, temperature, moisture content, soil composition, structure, fabric, etc.
Consolidation and swelling of soils
This chapter covers the phenomena of consolidation and swelling of soils due to changes in effective stress caused by external loads or environmental factors. It discusses the mechanisms of consolidation and swelling, such as primary consolidation, secondary consolidation, tertiary consolidation, swelling due to wetting, swelling due to heating, swelling due to chemical reactions, etc. It also presents the methods of measuring and analyzing the consolidation and swelling characteristics of soils, such as the coefficient of consolidation, the coefficient of volume change, the compression index, the recompression index, the swelling index, the preconsolidation pressure, the overconsolidation ratio, etc.
Shear strength and stability of soils
This chapter explains the concept of shear strength and stability of soils, which is the resistance of a soil mass to failure or deformation along potential slip surfaces due to applied shear stresses. It discusses the factors that affect the shear strength and stability of soils, such as soil type, drainage conditions, stress history, stress state, strain rate, temperature, moisture content, soil composition, structure, fabric, etc. It also presents the methods of measuring and analyzing the shear strength and stability of soils, such as the Mohr-Coulomb failure criterion, the critical state soil mechanics framework, the limit equilibrium method, the limit analysis method, the finite element method, etc.
Flow of water in soils
This chapter covers the phenomenon of flow of water in soils due to hydraulic gradients caused by differences in water head or pressure. It discusses the mechanisms of flow of water in soils, such as Darcy's law, continuity equation, Laplace equation, Poiseuille's law, etc. It also presents the methods of measuring and analyzing the flow of water in soils, such as the coefficient of permeability or hydraulic conductivity, the coefficient of transmissibility or transmissivity, the coefficient of storage or storativity, etc.
Diffusion and adsorption in soils
This chapter deals with the phenomenon of diffusion and adsorption in soils due to concentration gradients caused by differences in chemical potential or activity. It discusses the mechanisms of diffusion and adsorption in soils, such as Fick's law, Nernst-Planck equation, Langmuir isotherm, Freundlich isotherm, etc. It also presents the methods of measuring and analyzing the diffusion and adsorption in soils, such as the coefficient of diffusion or diffusivity, the coefficient of dispersion or dispersivity, the adsorption capacity or sorption capacity, etc.
Thermal properties of soils
This chapter describes the thermal properties of soils that affect their response to changes in temperature due to external sources or internal processes. It discusses the factors that affect the thermal properties of soils, such as soil type, moisture content, density, porosity, specific heat, thermal conductivity, thermal diffusivity, thermal expansion, etc. It also presents the methods of measuring and analyzing the thermal properties of soils, such as the steady-state method, the transient method, the thermal probe method, etc.
Micro-mechanical behavior of soils
This chapter explores the micro-mechanical behavior of soils at the particulate level and its influences on engineering properties at the macro-scale. It discusses the concepts and models of micro-mechanical behavior of soils, such as the contact mechanics theory, the discrete element method (DEM), the distinct element method (DEM), the lattice spring model (LSM), the bonded particle model (BPM), the contact bond model (CBM), the particle flow code (PFC), etc. It also presents the applications and limitations of micro-mechanical behavior of soils, such as the simulation of granular flow, shear banding, strain localization, fracture propagation, liquefaction, etc.
Time effects on soil deformation
This chapter examines the time effects on soil deformation at different stress and strain levels. It discusses the phenomena and mechanisms of time effects on soil deformation, such as viscoelasticity, viscoplasticity, creep, relaxation, rate-dependency, aging, thixotropy, etc. It also presents the methods of measuring and analyzing the time effects on soil deformation, such as the linear viscoelastic theory, the nonlinear viscoelastic theory, the Burgers model, the Kelvin-Voigt model, the Maxwell model, the Zener model, the Perzyna model, etc.
How can you download Fundamentals of Soil Behavior for free?
If you are interested in learning more about Fundamentals of Soil Behavior and want to download it for free as a pdf file, you have several options to do so. One option is to use an online file sharing platform, such as Archive.org, Google Books, or Academia.edu, where you can find different versions of Fundamentals of Soil Behavior uploaded by other users. However, you should be careful about the quality, accuracy, and legality of these files, as they may be incomplete, corrupted, or pirated. Another option is to use a torrent site, such as The Pirate Bay, Kickass Torrents, or 1337x, where you can find magnet links or torrent files that allow you to download Fundamentals of Soil Behavior using a peer-to-peer network. However, you should be aware that this option is illegal in most countries, as it violates the copyright laws and may expose you to malware, viruses, or legal actions. A third option is to use a library service, such as WorldCat, Open Library, or Library Genesis, where you can find information about Fundamentals of Soil Behavior, such as its ISBN, publisher, edition, availability, etc. You can then use this information to locate a physical copy or an electronic copy of Fundamentals of Soil Behavior in a library near you or online. However, you should be prepared to pay a fee or register an account to access some library services.
Conclusion
Summary of the main points
In this article, we have introduced you to one of the classic books on soil mechanics and geotechnical engineering: Fundamentals of Soil Behavior by James K. Mitchell and Kenichi Soga. We have explained what soil behavior is and why it is important for engineering and environmental applications. We have also summarized who James K. Mitchell was and what his contributions to the field were. We have then outlined what are the main topics covered in Fundamentals of Soil Behavior and how they relate to the physical properties and fundamentals of soil behavior under various conditions. Finally, we have shown you how you can download Fundamentals of Soil Behavior for free as a pdf file using different options.
Recommendations for further reading
If you want to learn more about Fundamentals of Soil Behavior and related topics, we recommend you to read some of these books: - Principles of Geotechnical Engineering by Braja M. Das and Khaled Sobhan. - Soil Mechanics: Concepts and Applications by William Powrie. - Geotechnical Engineering: Principles and Practices by Donald P. Coduto. - Advanced Soil Mechanics by Braja M. Das. - An Introduction to Geotechnical Engineering by Robert D. Holtz and William D. Kovacs.
We hope you have enjoyed this article and found it useful. Thank you for reading!
**FAQs** Q: What is consolidation? A: Consolidation is a process in which the volume of a saturated or partially saturated soil decreases due to an applied stress. Q: What is effective stress? A: Effective stress is the difference between total stress and pore water pressure in a saturated or partially saturated soil. Q: What is shear strength? A: Shear strength is the resistance of a soil mass to failure or deformation along potential slip surfaces due to applied shear stresses. Q: What is permeability? A: Permeability is a measure of how easily water can flow through a porous medium such as soil. Q: What is diffusion? A: Diffusion is a process in which solutes move from regions of high concentration to regions of low concentration due to concentration gradients.