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Fundamentals of Geotechnical Engineering

Fundamentals of Geotechnical Engineering

          
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About the Book

Discover the essential components of two market-leading engineering texts in one powerful combined book. FUNDAMENTALS OF GEOTECHNICAL ENGINEERING, 5E offers a concise blend of critical information from Braja Das' market leading PRINCIPLES OF GEOTECHNICAL ENGINEERING and PRINCIPLES OF FOUNDATION ENGINEERING. This valuable, cohesive book focuses on the fundamental concepts of both soil mechanics and foundation engineering without the distraction of excessive details or cumbersome alternatives. A wealth of worked-out examples and useful supporting figures help you master key concepts and gain essential problem-solving skills. Prestigious authors Das and Sivakugan carefully balance today's most current research with practical field applications in a proven approach that has made Das' books undisputed leaders in the field. Accompanying resources, including MindTap, further reinforce the key geotechnical engineering skills you need.

Table of Contents:
1. GEOTECHNICAL ENGINEERING – FROM THE BEGINNING. Geotechnical Engineering Prior to the 18th Century. Pre-classical Period of Soil Mechanics (1700–1776). Classical Soil Mechanics – Phase I (1776–1856). Classical Soil Mechanics – Phase II (1856–1910). Modern Soil Mechanics (1910–1927). Geotechnical Engineering after 1927. End of an Era. 2. SOIL DEPOSITS – ORIGIN, GRAIN-SIZE, AND SHAPE. Rock Cycle and the Origin of Soil. Soil Deposits--General. Residual Soil. Gravity Transported Soil. Alluvial Deposits. Lacustrine Deposits. Glacial Deposits. Aeolian Soil Deposits. Organic Soil. Soil–Grain Size. Clay Minerals. Specific Gravity (Gs). Mechanical Analysis of Soil. Sieve Analysis. Hydrometer Analysis. Effective Size, Uniformity Coefficient, and Coefficient of Gradation. Grain Shape. 3. WEIGHT-VOLUME RELATIONSHIPS AND PLASTICITY. Weight–Volume Relationships. Relationships among Unit Weight, Void Ratio, Moisture Content, and Specific Gravity. Relationships among Unit Weight, Porosity, and Moisture Content. Various Unit Weight Relationships. Relative Density. Consistency of Soil. Activity. Liquidity Index. Plasticity Chart. 4. SOIL CLASSIFICATION. AASHTO Soil Classification System. Unified Classification System (USCS), Visual Identification of Soils. 5. SOIL COMPACTION. Compaction – General Principles. Standard Proctor Test. Factors Affecting Compaction. Modified Proctor Test. Empirical Relationships. Field Compaction. Specifications for Field Compaction. Determination of Field Unit Weight after Compaction. Effect of Compaction on Cohesive Soil Properties. Other Ground Improvement Methods. 6. HYDRAULIC CONDUCTIVITY. Bernoulli's Equation. Darcy's Law. Hydraulic Conductivity. Laboratory Determination of Hydraulic Conductivity. Empirical Relations for Hydraulic Conductivity. Equivalent Hydraulic Conductivity in Stratified Soil. Permeability Test in the Field by Pumping from Wells. 7. SEEPAGE. Laplace's Equation of Continuity. Flow Nets. Seepage Calculation from a Flow Net. Flow Nets in Anisotropic Soil. 8. STRESSES IN A SOIL MASS. EFFECTIVE STRESS CONCEPT. Stresses in Saturated Soil without Seepage. Stresses in Saturated Soil with Seepage. Seepage Force. Heaving in Soil Due to Flow around Sheet Piles. VERTICAL STRESS INCREASE DUE TO VARIOUS TYPES OF LOADING. Stress Caused by a Point Load. Vertical Stress Caused by a Line Load. Vertical Stress Below a Uniformly Loaded Circular Area. Vertical Stress Caused by a Rectangularly Loaded Area. 9. CONSOLIDATION. Fundamentals of Consolidation. One-Dimensional Laboratory Consolidation Test. Void Ratio–Pressure Plots. Normally Consolidated and Overconsolidated Clays. Effect of Disturbance on Void Ratio–Pressure Relationship. Calculation of Settlement from One-Dimensional Primary Consolidation. Compression Index (Cc) and Swell Index (Cs). Settlement from Secondary Consolidation. Time Rate of Consolidation. Coefficient of Consolidation. Calculation of Primary Consolidation Settlement under a Foundation. Skempton–Bjerrum Modification for Consolidation Settlement. Effects of Initial Excess Pore Pressure Distribution of U-Tv Relationship. Construction Time Correction of Consolidation Settlement. 10. SHEAR STRENGTH OF SOIL. Mohr–Coulomb Failure Criteria. Inclination of the Plane of Failure Caused by Shear. LABORATORY DETERMINATION OF SHEAR STRENGTH PARAMETERS. Direct Shear Test. Triaxial Shear Test. Consolidated–Drained Test. Consolidated–Undrained Test. Unconsolidated–Undrained Test. Unconfined Compression Test on Saturated Clay. Selection of Shear Strength Parameters. Sensitivity and Thixotropy of Clay. Anisotropy in Undrained Shear Strength. 11. GROUND IMPROVEMENT. CHEMICAL STABILIZATION. Lime Stabilization. Cement Stabilization. Fly–Ash Stabilization. MECHANICAL STABILIZATION. Vibroflotation. Dynamic Compaction. Blasting. Precompression. Sand Drains. 12. SUBSURFACE EXPLORATION. Subsurface Exploration Program. Exploratory Borings in the Field. Procedures for Sampling Soil. Split–Spoon Sampl


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Product Details
  • ISBN-13: 9781305635180
  • Publisher: Cengage Learning, Inc
  • Publisher Imprint: CL Engineering
  • Depth: 25
  • Height: 35 mm
  • No of Pages: 800
  • Series Title: Mindtap Course List
  • Weight: 1383 gr
  • ISBN-10: 1305635183
  • Publisher Date: 01 Jan 2016
  • Binding: Hardback
  • Edition: 5
  • Language: English
  • Returnable: Y
  • Spine Width: 231 mm
  • Width: 190 mm


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