Foundation design: (Record no. 1976)
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fixed length control field | 06338nam a2200193Ia 4500 |
005 - DATE AND TIME OF LATEST TRANSACTION | |
control field | 20240425152936.0 |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
fixed length control field | 160802s9999 xx 000 0 und d |
020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
ISBN | 9780470825341 |
041 ## - LANGUAGE CODE | |
Language code of text/sound track or separate title | eng |
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
Classification number | 624.15 |
Item number | KAM-F |
100 ## - MAIN ENTRY--AUTHOR NAME | |
Personal name | Rao, N S V Kamesware |
245 ## - TITLE STATEMENT | |
Title | Foundation design: |
Remainder of title | theory and practice / |
Statement of responsibility, etc | N S V Kamesware Rao |
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
Place of publication | Clementi Loop: |
Name of publisher | John Wiley & Sons, |
Year of publication | 2011. |
300 ## - PHYSICAL DESCRIPTION | |
Number of Pages | xxi, 634 p. |
505 ## - FORMATTED CONTENTS NOTE | |
Formatted contents note | 1 Introduction. --<br/>1.1 Foundations, Soils and Superstructures. --<br/>1.2 Classification of Foundations. --<br/>1.3 Selection of Type of Foundation. --<br/>1.4 General Guidelines for Design. --<br/>1.5 Modeling, Parameters, Analysis and Design Criteria. --<br/>1.6 Soil Maps. --<br/>2 Engineering Properties of Soil. --<br/>2.1 Introduction.--<br/>2.2 Basic Soil Relations. --<br/>2.3 Soil Classification. --<br/>2.4 Permeability.--<br/>2.5 Over Consolidation Ratio. --<br/>2.6 Relative Density. --<br/>2.7 Terzaghi's Effective Stress Principle. --<br/>2.8 Compaction of Soils. --<br/>2.9 Consolidation and Compressibility. --<br/>2.10 Shear Strength of Soils. --<br/>2.11 Soil Exploration and Sampling. --<br/>2.12 Site Investigation Boring, Sampling and Testing. --<br/>2.13 Split Spoon Sampler and Standard Penetration Test. --<br/>2.14 Cone Penetration Test. --<br/>2.15 Field Vane Shear Test. --<br/>2.16 Other In Situ Tests. --<br/>2.17 Summary. --<br/>2.18 Examples. --<br/>3 Bearing Capacity, Settlement, Stresses and Lateral Pressures in Soils. --<br/>3.1 Introduction. --<br/>3.2 Ultimate Bearing Capacity of Shallow Foundations. --<br/>3.3 Bearing Capacity of Deep Foundations. --<br/>3.4 Correlation of UBC and ASP with SPT Values and CPT Values. --<br/>3.5 UBC and Probable Settlements Using Field Plate Load Test. --<br/>3.6 Elastic Stress and Displacement Distribution in Soils. --<br/>3.7 Settlement Analysis. 3.8 Lateral Earth Pressure. --<br/>3.9 Coefficient of Earth Pressure at Rest. --<br/>3.10 Other Theories of Lateral Pressure. --<br/>3.11 Examples. --<br/>4 Rational Design of Shallow Foundations. --<br/>4.1 Introduction. --<br/>4.2 Shallow Foundations. --<br/>4.3 Conventional Design and Rational Design. --<br/>4.4 Procedures for the Design of Footings. --<br/>4.5 Conventional Structural Design of Footings. --<br/>4.6 Foundations in Difficult Soil Formations. --<br/>4.7 Modeling Soil Structure Interactions for Rational Design of Foundations. --<br/>4.8 Evaluation of Spring Constant in Winkler's Soil Model.--<br/>44.9 Soil Structure Interaction Equations. --<br/>4.10 Summary. --<br/>5 Analysis of Footings on Elastic Foundations. --<br/>5.1 Introduction 165 --<br/>5.2 Literature Review. --<br/>5.3 Analysis of BEF. --<br/>5.4 Infinite Beams on Elastic Foundations. --<br/>5.5 Finite Beams on Elastic Foundations. --<br/>5.6 Plates on Elastic Foundations. --<br/>5.7 Summary. --<br/>6 Numerical and Finite Difference Methods. --<br/>6.1 Introduction. --<br/>6.2 Trial Solutions with Undetermined Parameters.--<br/>6.3 Finite Difference Method. --<br/>6.4 FDM Applications to General BEF Problems. --<br/>6.5 Boundary Conditions. --<br/>6.6 Calculation of Bending Moments. --<br/>6.7 Shear Forces. --<br/>6.8 Vertical Reactions. --<br/>6.9 Simplification for Prismatic Beams. --<br/>6.10 FDM for Rectangular Plates on Elastic Foundations. --<br/>6.11 FDM for Circular and Annular Plates on Elastic Foundations. --<br/>6.12 BEF Software Package. --<br/>6.13 Summary. --<br/>7 Finite Element Method. --<br/>7.1 General Philosophy. --<br/>7.2 Finite Element Procedure.--<br/> 7.3 Formulation of Finite Element Characteristics (Stiffness Analysis). --<br/>7.4 Beam Elements. --<br/>7.5 Plate Elements for Bending Theory. --<br/>7.6 Summary. --<br/>7.7 Examples. --<br/>8 Parameters and Criteria for Foundation Design. --<br/>8.1 Introduction. --<br/>8.2 Design Considerations. --<br/>8.3 Codes, Practices and Standards. --<br/>8.4 Design Soil Pressure. --<br/>8.5 Gross and Net Values of the Safe Bearing Capacity and Allowable Soil Pressure. --<br/>8.6 Presumptive Bearing Capacity.--<br/>8.7 Settlements and Differential Settlements. --<br/>8.8 Cracks Due to Uneven Settlement. --<br/>8.9 Suggestions to Reduce Large Differential Settlements. --<br/>9 Deep Foundations Piles, Drilled Piers, Caissons and Pile-Raft Systems. --<br/>9.1 Introduction. --<br/>9.2 Piles. --<br/>9.3 Functions of Piles. --<br/>9.4 Design of Pile Foundations. --<br/>9.5 Type and Length of Piles. --<br/>9.6 Pile Load Capacity. --<br/>9.7 Lateral Load Capacity of Piles. --<br/>9.8 Stresses on Lower Strata Due to Pile Foundations. --<br/>9.9 Settlement Analysis. --<br/>9.10 Design of Piles and Pile Groups. --<br/>9.11 Drilled Piers or Drilled Caissons. --<br/>9.12 Non-Drilled Caissons. --<br/>9.13 Pile-Raft Systems. --<br/>9.14 Examples. --<br/>10 Design of Piles and Pile Groups. --<br/>10.1 Introduction. --<br/>10.2 Use of Pile Foundations. --<br/>10.3 Types of Piles and Pile Groups. --<br/>10.4 Efficiency of Pile Groups. --<br/>10.5 Analysis and Design of Pile Foundations. --<br/>10.6 Lateral Capacity of Piles. --<br/>10.7 Pile Group. --<br/>10.8 Settlement of Piles. --<br/>10.9 Settlement Under Lateral Load. --<br/>10.10 Design of Pile Caps. --<br/>10.11 Uplift. --<br/>10.12 Batter Piles. --<br/>10.13 Design of Pile Foundations. --<br/>10.14 Summary of Assumptions and Guidelines for Design. --<br/>10.15 Example. --<br/>10.16 Construction Guidelines. --<br/>11 Machine Foundations. --<br/>11.1 Introduction. --<br/>11.2 Types of Machine Foundations. --<br/>11.3 General Requirements of Machine Foundations and Design Criteria. --<br/>11.4 Dynamic Loads. --<br/>11.5 Physical Modeling and Response Analysis. --<br/>11.6 Analysis by Lysmer and Richart. --<br/>11.7 General Analysis of Machine Foundation Soil Systems Using Analog Models. --<br/>11.8 General Equations of Motion. --<br/>11.9 Methods of Solution. --<br/>11.10 General Remarks. --<br/>11.11 Framed Foundations. --<br/>12 Structural Design of Foundations. --<br/>12.1 Introduction. --<br/>12.2 Analysis of Foundations. --<br/>12.3 Structural Design. --<br/>12.4 Isolated Footings. --<br/>12.5 Wall Footings. --<br/>12.6 Combined Footings. --<br/>12.7 Strap Footings. --<br/>12.8 Raft Foundations. --<br/>12.9 Circular and Annular Footings. --<br/>12.10 Construction Guidelines for Footings. --<br/>12.11 Construction of Raft Foundations. --<br/>12.12 Examples of Structural Design. Author Index. Subject Index. |
520 ## - SUMMARY, ETC. | |
Abstract, etc | In Foundation Design: Theory and Practice, Professor N.S.V. Kameswara Rao covers the key aspects of the subject, including principles of testing, interpretation, analysis, soil-structure interaction modeling, construction guidelines, and applications to rational design. |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical Term | AR |
942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
Koha item type | Books |
Lost status | Damaged status | Collection code | Home library | Current library | Shelving location | Date acquired | Source of acquisition | Cost, normal purchase price | Full call number | Accession Number | Koha item type |
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Non Fiction | Library, SPAB | Library, SPAB | G-2 | 02/08/2016 | 002621624.15 KAM-F 00000092 20110317 RBC-22365/2010-20110317 RBC USD00015500 SPAB/LIB/2009-10/B | 7424.50 | 624.15 KAM-F | 002621 | Text/Reserve Book |