Foundation design: (Record no. 1976)

MARC details
000 -LEADER
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
Holdings
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
    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

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