Soil Mechanics & Foundation Engineering (Record no. 616)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 12772nam a2200229Ia 4500 |
| 001 - CONTROL NUMBER | |
| control field | 0002367 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20190326155906.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 170602s9999 xx 000 0 und d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 9788126539567 |
| 028 ## - PUBLISHER NUMBER | |
| Qualifying information | 2016 |
| Source | Allied Informatics, Jaipur |
| 040 ## - CATALOGING SOURCE | |
| Language of cataloging | English |
| Original cataloging agency | BSDU |
| Transcribing agency | BSDU |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624.151 36 |
| Item number | RAO |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Rao, B N D Narasinga |
| 245 #0 - TITLE STATEMENT | |
| Title | Soil Mechanics & Foundation Engineering |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Name of publisher, distributor, etc. | Wiley India Pvt. Ltd. India |
| Place of publication, distribution, etc. | New Delhi |
| Date of publication, distribution, etc. | 2015,c2015 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 926;16 |
| 500 ## - GENERAL NOTE | |
| General note | Soil Mechanics and Foundation Engineering has seen unprecedented growth over the last few decades both in terms of knowledge and practice as well as in its significance in civil engineering profession. Over 1300 numerical and objective questions with solutions have been included in the book. Questions from competitive exams such as GATE, IES, IAS, IFS, etc., involve some of the subtle and fine concepts of the subject and their practical application, which cannot be gained by simple reading of the subject. Keeping this in view, about 600 questions from these examinations from a long span of over 25 years (1987 onwards) have been solved in the book. |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE | |
| Bibliography, etc. note | Contents<br/>1.5 Professional Activities in Geotechnical Engineering<br/><br/> <br/><br/>2 Origin and Formation of Soils<br/><br/>2.1 Introduction<br/><br/>2.2 Soil Formation<br/><br/>2.3 Weathering<br/><br/>2.4 Erosion<br/><br/>2.5 Factors Influencing Weathering and Soil Formation<br/><br/>2.6 Residual Soils<br/><br/>2.7 Transported Soils<br/><br/>2.8 Types of Soil Profile<br/><br/>2.9 Soil Horizons<br/><br/>2.10 Soil Deposits of India<br/><br/> <br/><br/>3 Soil Mineralogy and Structure<br/><br/>3.1 Introduction<br/><br/>3.2 General Types of Soils Based on Particle Size<br/><br/>3.3 Soil Mineralogy<br/><br/>3.4 Primary and Secondary Minerals<br/><br/>3.5 Bonding in Soils<br/><br/>3.6 Mineralogy of Fine-Grained Soils<br/><br/>3.7 Kaolinite<br/><br/>3.8 Montmorillonite<br/><br/>3.9 Illite<br/><br/>3.10 Chlorite<br/><br/>3.11 Vermiculite<br/><br/>3.12 Isomorphous Substitution<br/><br/>3.13 Properties of Clay Minerals<br/><br/>3.14 Identification of Clay Minerals<br/><br/>3.15 Soil Structure and Soil Fabric<br/><br/>3.16 Mineralogy of Cohesionless Soils<br/><br/> <br/><br/>4 Physical Properties of Soils<br/><br/>4.1 Introduction<br/><br/>4.2 Three-Phase System of Soil<br/><br/>4.3 Phase Diagram of Soil<br/><br/>4.4 Physical Properties of Soils<br/><br/>4.5 Functional Relationships between Physical Properties<br/><br/>4.6 Physical Properties in Terms of Mass<br/><br/>4.7 Functional Relationships of Physical Properties in Terms of Mass<br/><br/>4.8 Preparation of Soil Samples for Determination of Physical Properties<br/><br/>4.9 Determination of Water Content<br/><br/>4.10 Determination of Specific Gravity<br/><br/>4.11 Determination of in-situ Density<br/><br/>4.12 Relative Density<br/><br/> <br/><br/>5 Plasticity Characteristics of Soils<br/><br/>5.1 Introduction<br/><br/>5.2 Consistency<br/><br/>5.3 Consistency Limits<br/><br/>5.4 Liquid Limit<br/><br/>5.5 Plastic Limit<br/><br/>5.6 Index Properties of Soils<br/><br/>5.7 Shrinkage Limit<br/><br/>5.8 Uses of Consistency Limits<br/><br/>5.9 Classification of Soils Based on Index Properties<br/><br/> <br/><br/>6 Soil Classification<br/><br/>6.1 Need for Soil Classification<br/><br/>6.2 Particle Size Classification<br/><br/>6.3 Scientific Basis for Soil Classification<br/><br/>6.4 Grain Size Analysis of Soil<br/><br/>6.5 Grain Size Distribution Curve<br/><br/>6.6 Textural Classification<br/><br/>6.7 AASHTO Classification<br/><br/>6.8 Unified Soil Classification System<br/><br/>6.9 Indian Standard Soil Classification (IS:1498 - 1970)<br/><br/>6.10 Field Identification Tests for Fine-Grained Soils<br/><br/> <br/><br/>7 Stresses Due to Self-Weight<br/><br/>7.1 Introduction<br/><br/>7.2 Total Stress<br/><br/>7.3 Pore Water Pressure<br/><br/>7.4 Effective Stress Principle<br/><br/>7.5 Effective Stress<br/><br/> <br/><br/>8 Vertical Stress Due to Applied Loads<br/><br/>8.1 Introduction<br/><br/>8.2 Boussinesq Theory for Vertical Stress Due to Concentrated Load<br/><br/>8.3 Vertical Stress below Strip Footing<br/><br/>8.4 Newmark’s Influence Chart<br/><br/>8.5 Westergaard’s Theory for Vertical Stress<br/><br/>8.6 The 2:1 Distribution Method<br/><br/>8.7 Comparison of Different Methods for Determination of Vertical Stress<br/><br/> <br/><br/>9 Permeability of Soils<br/><br/>9.1 Introduction<br/><br/>9.2 Types of Soil Water<br/><br/>9.3 Flow of Water through Soil<br/><br/>9.4 Permeability<br/><br/>9.5 Darcy’s Law<br/><br/>9.6 Coefficient of Absolute Permeability<br/><br/>9.7 Factors Affecting Permeability of Soils<br/><br/>9.8 Determination of Permeability<br/><br/>9.9 Constant Head Permeability Test<br/><br/>9.10 Falling Head Permeability Test<br/><br/>9.11 Capillary Permeability Test<br/><br/>9.12 Consolidation Test<br/><br/>9.13 Permeability of Stratified Soil Deposits<br/><br/> <br/><br/>10 Seepage Analysis<br/><br/>10.1 Introduction<br/><br/>10.2 Types of Soil Formations<br/><br/>10.3 Basic Definitions<br/><br/>10.4 In Situ Tests for Determination of Permeability<br/><br/>10.5 Pumping-Out Tests<br/><br/>10.6 Pumping-In Tests<br/><br/>10.7 Seepage Velocity<br/><br/>10.8 Total Head, Pressure Head, and Datum Head<br/><br/>10.9 Seepage Pressure and Quicksand<br/><br/>10.10 Laplace Equation for Two-Dimensional Flow<br/><br/>10.11 Flow Net<br/><br/>10.12 Methods of Drawing a Flow Net<br/><br/>10.13 Calculation of Hydraulic Parameters from a Flow Net<br/><br/>10.14 Flow Net for Anisotropic Soils<br/><br/>10.15 Phreatic Line in Earth Dams<br/><br/>10.16 Failure of Hydraulic Structures by Piping<br/><br/>10.17 Seepage Control in Hydraulic Structures: Prevention of Piping Failures<br/><br/>10.18 Design of Graded Filter<br/><br/> <br/><br/>11 Consolidation<br/><br/>11.1 Introduction<br/><br/>11.2 Significance of Compressibility and Consolidation<br/><br/>11.3 Mechanism of Consolidation: Terzaghi’s Soil-Spring Analogy<br/><br/>11.4 Parameters for Measurement of Compressibility of Soils<br/><br/>11.5 Determination of Consolidation Settlement<br/><br/>11.6 Terzaghi’s Theory of Consolidation<br/><br/>11.7 Odometer or Consolidation Test<br/><br/>11.8 Pre-Compression and Pre-Consolidation Pressure<br/><br/>11.9 Effect of Stress History on Compression of Clays<br/><br/>11.10 Components of Settlement<br/><br/>11.11 Construction Period Correction: Prediction of Field Consolidation Curve<br/><br/>11.12 Acceleration of Consolidation Using Sand Drains<br/><br/>11.13 Three-Dimensional Consolidation<br/><br/> <br/><br/>12 Compaction<br/><br/>12.1 Introduction<br/><br/>12.2 Principle of Compaction<br/><br/>12.3 Effect of Compaction on Engineering Properties of the Soil<br/><br/>12.4 Laboratory Compaction Test<br/><br/>12.5 IS Light Compaction Test<br/><br/>12.6 IS Heavy Compaction Test<br/><br/>12.7 Ideal Compaction Curve-Zero Air Void Line<br/><br/>12.8 Compaction Curve for Sands<br/><br/>12.9 Factors Affecting Compaction<br/><br/>12.10 Field Compaction Procedure<br/><br/> <br/><br/>13 Shear Strength<br/><br/>13.1 Introduction<br/><br/>13.2 Principal Stresses and Principal Planes<br/><br/>13.3 Mohr’s Circle of Stresses<br/><br/>13.4 Mohr-Coulomb Failure Theory<br/><br/>13.5 Determination of Shear Strength<br/><br/>13.6 Direct Shear Test<br/><br/>13.7 Triaxial Compression Test<br/><br/>13.8 Unconfined Compression Test<br/><br/>13.9 Vane Shear Test<br/><br/>13.10 Bore Hole Shear Test<br/><br/>13.11 Sensitivity<br/><br/>13.12 Pore Pressure Parameters<br/><br/>13.13 Stress Path<br/><br/> <br/><br/>14 Soil Exploration<br/><br/>14.1 Introduction<br/><br/>14.2 Need for Soil Exploration<br/><br/>14.3 Planning and Execution of Soil Exploration<br/><br/>14.4 Methods of Soil Exploration<br/><br/>14.5 Soil Samples<br/><br/>14.6 Soil Samplers<br/><br/>14.7 Location of GWT<br/><br/>14.8 In Situ Tests<br/><br/>14.9 Soil Investigation Report<br/><br/> <br/><br/>15 Lateral Earth Pressure<br/><br/>15.1 Introduction<br/><br/>15.2 Lateral Earth Pressure<br/><br/>15.3 Types of Lateral Earth Pressure<br/><br/>15.4 Derivation of Expression for Earth Pressure at Rest<br/><br/>15.5 Rankine’s Theory of Active Earth Pressure for Cohesionless Backfill<br/><br/>15.6 Rankine’s Active Earth Pressure for Cohesive Backfill<br/><br/>15.7 Fully Submerged Cohesive Backfill<br/><br/>15.8 Rankine’s Theory of Passive Earth Pressure for Cohesionless Backfill<br/><br/>15.9 Rankine’s Passive Earth Pressure for Cohesive Backfill<br/><br/>15.10 Rankine’s Earth Pressure for Retaining Wall with Inclined Back<br/><br/>15.11 Coulomb’s Wedge Theory for Earth Pressure<br/><br/>15.12 Poncelet (or Rebhan’s) Construction for Active Earth Pressure<br/><br/>15.13 Poncelet (or Rebhan’s) Construction for Passive Earth Pressure<br/><br/>15.14 Culmann’s Construction for Active Earth Pressure<br/><br/>15.15 Coulomb’s Theory of Active Earth Pressure for Cohesive Backfill<br/><br/>15.16 Trial Wedge Method for Lateral Earth Pressure<br/><br/>15.17 Coulomb’s Theory for Passive Earth Pressure for Cohesionless Backfill<br/><br/>15.18 Passive Earth Pressure by Friction Circle Method<br/><br/> <br/><br/>16 Retaining Structures<br/><br/>16.1 Introduction<br/><br/>16.2 Selection of Backfill and Drainage<br/><br/>16.3 Types of Retaining Walls<br/><br/>16.4 Cantilever Sheet Pile in Granular Soil<br/><br/>16.5 Cantilever Sheet Pile in Cohesive Soil<br/><br/>16.6 Anchored Sheet Pile in Cohesionless Soil: Free Earth Support Method<br/><br/>16.7 Anchored Sheet Pile in Cohesive Soil<br/><br/>16.8 Anchored Sheet Pile in Granular Soil: Fixed Earth Support Method<br/><br/>16.9 Rowe’s Moment Reduction for Anchored Wall<br/><br/>16.10 Miscellaneous Types of Retaining Structures<br/><br/> <br/><br/>17 Stability of Earth Slopes<br/><br/>17.1 Introduction<br/><br/>17.2 Definition of Factor of Safety<br/><br/>17.3 Types of Slope Failures<br/><br/>17.4 Stability Analysis of Infinite Slopes<br/><br/>17.5 Stability Analysis of Finite Slopes: Culmann’s Method<br/><br/>17.6 Stability Analysis of Finite Slopes Using the Swedish Circle Method<br/><br/>17.7 Stability Analysis of Slopes of Earth Dams<br/><br/>17.8 Bishop’s Simplified Method of Slices<br/><br/>17.9 Friction Circle Method<br/><br/>17.10 Taylor’s Stability Number and Stability Charts<br/><br/>17.11 Improving the Stability of Slopes<br/><br/> <br/><br/>18 Bearing Capacity of Shallow Foundations<br/><br/>18.1 Introduction<br/><br/>18.2 Design Criteria of Shallow Foundations<br/><br/>18.3 Basic Terms and Definitions<br/><br/>18.4 Rankine’s Theory of Bearing Capacity<br/><br/>18.5 Prandtl’s Theory of Bearing Capacity<br/><br/>18.6 Terzaghi’s Theory of Bearing Capacity<br/><br/>18.7 Types of Shear Failure of Soil<br/><br/>18.8 Skempton’s Theory of Bearing Capacity<br/><br/>18.9 Meyerhof’s Theory<br/><br/>18.10 Hansen’s Theory of Bearing Capacity<br/><br/>18.11 Vesic’s Theory of Bearing Capacity<br/><br/>18.12 IS Code Method<br/><br/> <br/><br/>19 Settlement of Shallow Foundations<br/><br/>19.1 Introduction<br/><br/>19.2 Depth of Foundation<br/><br/>19.3 Types of Shallow Foundations<br/><br/>19.4 Components of Settlement<br/><br/>19.5 Steps Involved in Settlement Computation<br/><br/>19.6 Estimation of Settlements for Cohesionless Soils<br/><br/>19.7 Plate Load Test<br/><br/>19.8 Estimation of Settlement for Cohesive Soils<br/><br/>19.9 Correction to Total Settlement for Depth and Rigidity of Foundation<br/><br/>19.10 Differential Settlements and Distortion<br/><br/>19.11 Allowable Settlements<br/><br/>19.12 Indian Standard (IS:1080) Specifications for Foundations<br/><br/> <br/><br/>20 Pile Foundations<br/><br/>20.1 Introduction<br/><br/>20.2 Classification of Pile Foundations<br/><br/>20.3 Construction of Piles<br/><br/>20.4 Load-Transfer Mechanism from Pile to Soil<br/><br/>20.5 Estimation of Load Capacity of Piles: Static Formulae<br/><br/>20.6 Estimation of Load Capacity of Piles: Dynamic Formulae<br/><br/>20.7 Estimation of Load Capacity of Pile from SCPT<br/><br/>20.8 Estimation of Load Capacity from SPT<br/><br/>20.9 Estimation of Load Capacity from Load Test on Piles<br/><br/>20.10 Group Action in Piles<br/><br/>20.11 Settlement of a Pile Group<br/><br/>20.12 Negative Skin Friction<br/><br/>20.13 Under-Ream Pile Foundations<br/><br/> <br/><br/>21 Well Foundations<br/><br/>21.1 Introduction<br/><br/>21.2 Caissons<br/><br/>21.3 Shapes of Well Foundations<br/><br/>21.4 Components of Well Foundation<br/><br/>21.5 Depth of a Well Foundation<br/><br/>21.6 Forces Acting on Well Foundations<br/><br/>21.7 Stability Analysis of Well Foundations<br/><br/>21.8 Factor of Safety<br/><br/>21.9 Construction of Well Foundations<br/><br/>21.10 Tilting and Shifting of Wells<br/><br/> <br/><br/>In CD<br/><br/>22 Soil Dynamics and Machine Foundations<br/><br/>22.1 Introduction<br/><br/>22.2 Types of Machines<br/><br/>22.3 Types of Machine Foundations<br/><br/>22.4 Methods of Dynamic Analysis<br/><br/>22.5 Procedure for Dynamic Analysis of Machine Foundation<br/><br/>22.6 Dynamic Soil Properties<br/><br/>22.7 Design Criteria of Machine Foundations<br/><br/>22.8 Vibration and Shock Isolation<br/><br/> <br/><br/>23 Ground Improvement Techniques<br/><br/>23.1 Introduction<br/><br/>23.2 Objectives of Ground Improvement<br/><br/>23.3 Classification of Ground Improvement Methods<br/><br/>23.4 Mechanical Stabilization<br/><br/>23.5 Sand Compaction Piles<br/><br/>23.6 Blasting<br/><br/>23.7 Dynamic Compaction<br/><br/>23.8 Preloading<br/><br/>23.9 Sand Drains<br/><br/>23.10 Prefabricated Vertical Drains<br/><br/>23.11 Stone Columns<br/><br/>23.12 Reinforced Earth<br/><br/>23.13 Soil Nailing<br/><br/>23.14 Geosynthetics<br/><br/>23.15 Foundation Grouting<br/><br/>23.16 In-Situ Soil Mixing<br/><br/>23.17 Seepage Control and Dewatering Systems<br/><br/>23.18 Freezing<br/><br/>23.19 Heating<br/><br/> <br/><br/>24 Foundations in Expansive Soils<br/><br/>24.1 Introduction<br/><br/>24.2 Damage to Structures Built on Expansive Soils<br/><br/>24.3 Factors Affecting Seasonal Moisture Variations<br/><br/>24.4 Active Zone<br/><br/>24.5 Mechanism of Swelling<br/><br/>24.6 Factors Influencing Heave<br/><br/>24.7 Estimation of Heave<br/><br/>24.8 Determination of Swelling Pressure<br/><br/>24.9 Identification and Classification of Expansive Soils<br/><br/>24.10 Foundation Techniques in Expansive Soils<br/><br/>24.11 Pavements on Expansive Soils<br/><br/>24.12 Remedial Options<br/><br/> <br/><br/>Summary<br/><br/>Objective Questions<br/><br/>Review Questions<br/><br/>Answers<br/><br/>Bibliography<br/><br/>List of IS Codes<br/><br/> |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Civil |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Books |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Date acquired | Cost, normal purchase price | Total Checkouts | Full call number | Barcode | Date last seen | Date last checked out | Uniform Resource Identifier | Cost, replacement price | Price effective from | Koha item type | Collection code | Shelving location |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | BSDU Knowledge Resource Center, Jaipur | BSDU Knowledge Resource Center, Jaipur | 12/12/2016 | 649.00 | 2 | 624.151 36 RAO | 002367 | 12/02/2022 | 07/22/2022 | With CD | 649.00 | 06/02/2017 | Books | ||||||
| Dewey Decimal Classification | BSDU Knowledge Resource Center, Jaipur | BSDU Knowledge Resource Center, Jaipur | 12/12/2016 | 649.00 | 624.151 36 RAO | 002368 | 02/12/2020 | With CD | 649.00 | 06/02/2017 | Books | ||||||||
| Dewey Decimal Classification | Not For Loan | BSDU Knowledge Resource Center, Jaipur | BSDU Knowledge Resource Center, Jaipur | 12/12/2016 | 649.00 | 624.151 36 RAO | 002369 | 02/12/2020 | With CD | 649.00 | 06/02/2017 | Books | Not for Loan | ||||||
| Dewey Decimal Classification | BSDU Knowledge Resource Center, Jaipur | BSDU Knowledge Resource Center, Jaipur | 12/12/2016 | 649.00 | 2 | 624.151 36 RAO | 002370 | 07/23/2022 | 05/25/2022 | With CD | 649.00 | 06/02/2017 | Books | ||||||
| Dewey Decimal Classification | BSDU Knowledge Resource Center, Jaipur | BSDU Knowledge Resource Center, Jaipur | 12/12/2016 | 649.00 | 624.151 36 RAO | 002371 | 02/12/2020 | With CD | 649.00 | 06/02/2017 | Books | ||||||||
| Dewey Decimal Classification | Not For Loan | BSDU Knowledge Resource Center, Jaipur | BSDU Knowledge Resource Center, Jaipur | 02/28/2018 | 624.151 36 RAO | CD109 | 02/28/2018 | 02/28/2018 | CDs & DVDs | Audio Visual | |||||||||
| Dewey Decimal Classification | Not For Loan | BSDU Knowledge Resource Center, Jaipur | BSDU Knowledge Resource Center, Jaipur | 02/28/2018 | 624.151 36 RAO | CD110 | 02/28/2018 | 02/28/2018 | CDs & DVDs | Audio Visual | |||||||||
| Dewey Decimal Classification | Not For Loan | BSDU Knowledge Resource Center, Jaipur | BSDU Knowledge Resource Center, Jaipur | 02/28/2018 | 624.151 36 RAO | CD111 | 02/28/2018 | 02/28/2018 | CDs & DVDs | Audio Visual | |||||||||
| Dewey Decimal Classification | Not For Loan | BSDU Knowledge Resource Center, Jaipur | BSDU Knowledge Resource Center, Jaipur | 02/28/2018 | 624.151 36 RAO | CD112 | 02/28/2018 | 02/28/2018 | CDs & DVDs | Audio Visual | |||||||||
| Dewey Decimal Classification | Not For Loan | BSDU Knowledge Resource Center, Jaipur | BSDU Knowledge Resource Center, Jaipur | 02/28/2018 | 624.151 36 RAO | CD113 | 02/28/2018 | 02/28/2018 | CDs & DVDs | Audio Visual |