000			06338nam a2200193Ia 4500
005			20240425152936.0
008			160802s9999 xx 000 0 und d
020			_a9780470825341
041			_aeng
082			_a624.15 _bKAM-F
100			_aRao, N S V Kamesware
245			_aFoundation design: _btheory and practice / _cN S V Kamesware Rao
260			_aClementi Loop: _bJohn Wiley & Sons, _c2011.
300			_axxi, 634 p.
505			_a1 Introduction. -- 1.1 Foundations, Soils and Superstructures. -- 1.2 Classification of Foundations. -- 1.3 Selection of Type of Foundation. -- 1.4 General Guidelines for Design. -- 1.5 Modeling, Parameters, Analysis and Design Criteria. -- 1.6 Soil Maps. -- 2 Engineering Properties of Soil. -- 2.1 Introduction.-- 2.2 Basic Soil Relations. -- 2.3 Soil Classification. -- 2.4 Permeability.-- 2.5 Over Consolidation Ratio. -- 2.6 Relative Density. -- 2.7 Terzaghi's Effective Stress Principle. -- 2.8 Compaction of Soils. -- 2.9 Consolidation and Compressibility. -- 2.10 Shear Strength of Soils. -- 2.11 Soil Exploration and Sampling. -- 2.12 Site Investigation Boring, Sampling and Testing. -- 2.13 Split Spoon Sampler and Standard Penetration Test. -- 2.14 Cone Penetration Test. -- 2.15 Field Vane Shear Test. -- 2.16 Other In Situ Tests. -- 2.17 Summary. -- 2.18 Examples. -- 3 Bearing Capacity, Settlement, Stresses and Lateral Pressures in Soils. -- 3.1 Introduction. -- 3.2 Ultimate Bearing Capacity of Shallow Foundations. -- 3.3 Bearing Capacity of Deep Foundations. -- 3.4 Correlation of UBC and ASP with SPT Values and CPT Values. -- 3.5 UBC and Probable Settlements Using Field Plate Load Test. -- 3.6 Elastic Stress and Displacement Distribution in Soils. -- 3.7 Settlement Analysis. 3.8 Lateral Earth Pressure. -- 3.9 Coefficient of Earth Pressure at Rest. -- 3.10 Other Theories of Lateral Pressure. -- 3.11 Examples. -- 4 Rational Design of Shallow Foundations. -- 4.1 Introduction. -- 4.2 Shallow Foundations. -- 4.3 Conventional Design and Rational Design. -- 4.4 Procedures for the Design of Footings. -- 4.5 Conventional Structural Design of Footings. -- 4.6 Foundations in Difficult Soil Formations. -- 4.7 Modeling Soil Structure Interactions for Rational Design of Foundations. -- 4.8 Evaluation of Spring Constant in Winkler's Soil Model.-- 44.9 Soil Structure Interaction Equations. -- 4.10 Summary. -- 5 Analysis of Footings on Elastic Foundations. -- 5.1 Introduction 165 -- 5.2 Literature Review. -- 5.3 Analysis of BEF. -- 5.4 Infinite Beams on Elastic Foundations. -- 5.5 Finite Beams on Elastic Foundations. -- 5.6 Plates on Elastic Foundations. -- 5.7 Summary. -- 6 Numerical and Finite Difference Methods. -- 6.1 Introduction. -- 6.2 Trial Solutions with Undetermined Parameters.-- 6.3 Finite Difference Method. -- 6.4 FDM Applications to General BEF Problems. -- 6.5 Boundary Conditions. -- 6.6 Calculation of Bending Moments. -- 6.7 Shear Forces. -- 6.8 Vertical Reactions. -- 6.9 Simplification for Prismatic Beams. -- 6.10 FDM for Rectangular Plates on Elastic Foundations. -- 6.11 FDM for Circular and Annular Plates on Elastic Foundations. -- 6.12 BEF Software Package. -- 6.13 Summary. -- 7 Finite Element Method. -- 7.1 General Philosophy. -- 7.2 Finite Element Procedure.-- 7.3 Formulation of Finite Element Characteristics (Stiffness Analysis). -- 7.4 Beam Elements. -- 7.5 Plate Elements for Bending Theory. -- 7.6 Summary. -- 7.7 Examples. -- 8 Parameters and Criteria for Foundation Design. -- 8.1 Introduction. -- 8.2 Design Considerations. -- 8.3 Codes, Practices and Standards. -- 8.4 Design Soil Pressure. -- 8.5 Gross and Net Values of the Safe Bearing Capacity and Allowable Soil Pressure. -- 8.6 Presumptive Bearing Capacity.-- 8.7 Settlements and Differential Settlements. -- 8.8 Cracks Due to Uneven Settlement. -- 8.9 Suggestions to Reduce Large Differential Settlements. -- 9 Deep Foundations Piles, Drilled Piers, Caissons and Pile-Raft Systems. -- 9.1 Introduction. -- 9.2 Piles. -- 9.3 Functions of Piles. -- 9.4 Design of Pile Foundations. -- 9.5 Type and Length of Piles. -- 9.6 Pile Load Capacity. -- 9.7 Lateral Load Capacity of Piles. -- 9.8 Stresses on Lower Strata Due to Pile Foundations. -- 9.9 Settlement Analysis. -- 9.10 Design of Piles and Pile Groups. -- 9.11 Drilled Piers or Drilled Caissons. -- 9.12 Non-Drilled Caissons. -- 9.13 Pile-Raft Systems. -- 9.14 Examples. -- 10 Design of Piles and Pile Groups. -- 10.1 Introduction. -- 10.2 Use of Pile Foundations. -- 10.3 Types of Piles and Pile Groups. -- 10.4 Efficiency of Pile Groups. -- 10.5 Analysis and Design of Pile Foundations. -- 10.6 Lateral Capacity of Piles. -- 10.7 Pile Group. -- 10.8 Settlement of Piles. -- 10.9 Settlement Under Lateral Load. -- 10.10 Design of Pile Caps. -- 10.11 Uplift. -- 10.12 Batter Piles. -- 10.13 Design of Pile Foundations. -- 10.14 Summary of Assumptions and Guidelines for Design. -- 10.15 Example. -- 10.16 Construction Guidelines. -- 11 Machine Foundations. -- 11.1 Introduction. -- 11.2 Types of Machine Foundations. -- 11.3 General Requirements of Machine Foundations and Design Criteria. -- 11.4 Dynamic Loads. -- 11.5 Physical Modeling and Response Analysis. -- 11.6 Analysis by Lysmer and Richart. -- 11.7 General Analysis of Machine Foundation Soil Systems Using Analog Models. -- 11.8 General Equations of Motion. -- 11.9 Methods of Solution. -- 11.10 General Remarks. -- 11.11 Framed Foundations. -- 12 Structural Design of Foundations. -- 12.1 Introduction. -- 12.2 Analysis of Foundations. -- 12.3 Structural Design. -- 12.4 Isolated Footings. -- 12.5 Wall Footings. -- 12.6 Combined Footings. -- 12.7 Strap Footings. -- 12.8 Raft Foundations. -- 12.9 Circular and Annular Footings. -- 12.10 Construction Guidelines for Footings. -- 12.11 Construction of Raft Foundations. -- 12.12 Examples of Structural Design. Author Index. Subject Index.
520			_aIn 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			_aAR _959235
942			_cBK
999			_c1976 _d1976