Soil mechanics fundamentals and applications / Isao Ishibashi, Hemanta Hazarika.
Material type:
Item type | Current library | Call number | Copy number | Status | Notes | Date due | Barcode |
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Main Library | TA710 .I725 2015 (Browse shelf (Opens below)) | 1 | Available | STACKS | 51952000317173 |
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TA710 .C685 2004 Craig's soil mechanics / | TA710 .D257 2008 Advanced soil mechanics / | TA710 .H564 2011 An introduction to geotechnical engineering / | TA710 .I725 2015 Soil mechanics fundamentals and applications / | TA710 .L547 2009 Soil properties : testing, measurement, and evaluation / | TA710 .L548 2014 Soils and foundations / | TA710 .L74 2004 Unsaturated soil mechanics / |
Includes bibliographical references and index.
Print version record.
Front Cover; Contents; Preface to the First Edition; Preface to the Second Edition; The Authors; Chapter 1: Introduction; Chapter 2: Physical Properties of Soils; Chapter 3: Clays and Their Behavior; Chapter 4: Soil Classification; Chapter 5: Compaction; Chapter 6: Flow of Water through Soils; Chapter 7: Effective Stress; Chapter 8: Stress Increments in Soil Mass; Chapter 9: Settlements; Chapter 10: Mohr's Circle in Soil Mechanics; Chapter 11: Shear Strength of Soils; Chapter 12: Lateral Earth Pressure; Chapter 13: Site Exploration; Chapter 14: Bearing Capacity and Shallow Foundations.
Chapter 15: Deep FoundationsChapter 16: Slope Stability; Numerical Answers to Selected Problems; Back Cover.
How Does Soil Behave and Why Does It Behave That Way?Soil Mechanics Fundamentals and Applications, Second Edition effectively explores the nature of soil, explains the principles of soil mechanics, and examines soil as an engineering material. This latest edition includes all the fundamental concepts of soil mechanics, as well as an introduction to foundation engineering, including coverage of site exploration, shallow and deep foundation design, and slope stability. It presents the material in a systematic, step-by-step manner, and contains numerous problems, examples, and solutions. New to th.
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