Principles of foundation engineering /

Das, Braja M., 1941-

Principles of foundation engineering / Braja M. Das, Nagaratnam Sivakugan. - Ninth edition, SI edition. - xxii, 856 pages : illustrations ; 28 cm.

Includes bibliographical references and index.

Cover -- Contents -- Preface -- MindTap Online Course -- Preface to the SI Edition -- About the Authors -- Chapter 1: Introduction -- 1.1 Geotechnical Engineering -- 1.2 Foundation Engineering -- 1.3 Soil Exploration -- 1.4 Ground Improvement -- 1.5 Solution Methods -- 1.6 Numerical Modeling -- 1.7 Empiricism -- 1.8 Literature -- References -- Part 1: Geotechnical Properties and Soil Exploration -- Chapter 2: Geotechnical Properties of Soil -- 2.1 Introduction -- 2.2 Grain-Size Distribution -- 2.3 Size Limits for Soil -- 2.4 Weight-Volume Relationships -- 2.5 Relative Density -- 2.6 Atterberg Limits -- 2.7 Liquidity Index -- 2.8 Activity -- 2.9 Soil Classification Systems -- 2.10 Hydraulic Conductivity of Soil -- 2.11 Steady-State Seepage -- 2.12 Effective Stress -- 2.13 Consolidation -- 2.14 Calculation of Primary Consolidation Settlement -- 2.15 Time Rate of Consolidation -- 2.16 Range of Coefficient of Consolidation, cv -- 2.17 Degree of Consolidation under Ramp Loading -- 2.18 Shear Strength -- 2.19 Unconfined Compression Test -- 2.20 Comments on Friction Angle, Phi' -- 2.21 Correlations for Undrained Shear Strength, cu -- 2.22 Selection of Shear Strength Parameters -- 2.23 Sensitivity -- 2.24 Summary -- Problems -- References -- Chapter 3: Natural Soil Deposits and Subsoil Exploration -- 3.1 Introduction -- 3.2 Soil Origin -- 3.3 Residual Soil -- 3.4 Gravity-Transported Soil -- 3.5 Alluvial Deposits -- 3.6 Lacustrine Deposits -- 3.7 Glacial Deposits -- 3.8 Aeolian Soil Deposits -- 3.9 Organic Soil -- 3.10 Some Local Terms for Soil -- 3.11 Purpose of Subsurface Exploration -- 3.12 Subsurface Exploration Program -- 3.13 Exploratory Borings in the Field -- 3.14 Procedures for Sampling Soil -- 3.15 Split-Spoon Sampling and Standard Penetration Test -- 3.16 Sampling with a Scraper Bucket -- 3.17 Sampling with a Thin-Walled Tube -- 3.18 Sampling with a Piston Sampler -- 3.19 Observation of Water Tables -- 3.20 Vane Shear Test -- 3.21 Cone Penetration Test -- 3.22 Pressuremeter Test (PMT) -- 3.23 Dilatometer Test -- 3.24 Iowa Borehole Shear Test -- 3.25 K0 Stepped-Blade Test -- 3.26 Coring of Rocks -- 3.27 Preparation of Boring Logs -- 3.28 Geophysical Exploration -- 3.29 Subsoil Exploration Report -- 3.30 Summary -- Problems -- References -- Chapter 4: Instrumentation and Monitoring in Geotechnical Engineering -- 4.1 Introduction -- 4.2 Need for Instrumentation -- 4.3 Geotechnical Measurements -- 4.4 Geotechnical Instruments -- 4.5 Planning an Instrumentation Program -- 4.6 Typical Instrumentation Projects -- 4.7 Summary -- References -- Part 2: Soil Improvement -- Chapter 5: Soil Improvement and Ground Modification -- 5.1 Introduction -- 5.2 General Principles of Compaction -- 5.3 Empirical Relationships for Compaction -- 5.4 Field Compaction -- 5.5 Compaction Control for Clay Hydraulic Barriers -- 5.6 Vibroflotation -- 5.7 Blasting -- 5.8 Precompression -- 5.9 Sand Drains -- 5.10 Prefabricated Vertical Drains.

"A must-have resource for all foundation engineering courses, Principles of Foundation Engineering, 9th Edition provides a careful balance between current research and practical field applications as it introduces civil engineering students to the core concepts and applications of foundation analysis design. Throughout this best-selling book, Dr. Das and Dr. Sivakugan emphasize how to develop the critical judgment civil engineers need to properly apply theories and analysis to the evaluation of soils and foundation design. This new edition includes three new chapters that highlight developing topics. This edition also provides a wealth of worked-out examples and multiple new figures that emphasize the skills most critical for students to master as successful civil engineers."

9781337705035

2017956526


Foundations.
Piling (Civil engineering)

TA775 / .D227 2019

624.15 DA.P 2019