Foundation Design Theory and Practice

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Edition: 1st
Format: Hardcover
Pub. Date: 2011-02-15
Publisher(s): Wiley
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Summary

Foundation Engineering focuses on the analysis and design of foundations using rational approaches to a large extent. SoilStructure interaction approach using Winkler model for soil representation is discussed in detail along with conventional approach. It also presents the structural design methods using codes of practice for limit state design of RC structures. Analysis and design of commonly constructed shallow foundations as well as circular and annular foundations have been presented in detail. Pile foundations subjected to general loads and moments are discussed in detail. Presents updated design procedures in light of revised codes and standards, covering o American Concrete Institute (ACI) codes o Eurocode 7 o Other British Standardbased codes

Author Biography

N.S.V. Kameswara Rao is a Professor of the School of Engineering and Information Technology at Universiti Malaysia Sabah. Has spent nearly 40 years at IIT Kanpur, where he served as Professor, has consulted in numerous construction projects. His current research interests are Geo Mechanics, Geotechnical Earthquake Engineering, Earth Sciences and Engineering, Numerical Methods and Analysis, Numerical algorithms, Computational Mechanics, Foundation Dynamics, Finite Element Analysis, and Soil- Structure Interaction. He been awarded the AIMIL gold medal for Best Paper by the Indian Geotechnical Society. Rao has a B.E. from the Government College of Engineering, and ME from IISc Bangalore, and a PhD from IIT Kanpur.

Table of Contents

Preface
Acknowledgments
Introduction
Foundations, Soils and Superstructures
Classification of Foundations
Selection of Type of Foundation
General Guidelines for Design
Modeling, Parameters, Analysis and Design Criteria
Soil Maps
Engineering Properties of Soil
Introduction
Basic Soil Relations
Soil Classification
Permeability
Over Consolidation Ratio
Relative Density
Terzaghi's Effective Stress Principle
Compaction of Soils
Consolidation and Compressibility
Shear Strength of Soils
Soil Exploration and Sampling
Site Investigation - Boring, Sampling and Testing
Split Spoon Sampler and Standard Penetration Test
Cone Penetration Test
Field Vane Shear Test
Other In Situ Tests
Summary
Examples
Bearing Capacity, Settlement, Stresses and Lateral Pressures in Soils
Introduction
Ultimate Bearing Capacity of Shallow Foundations
Bearing Capacity of Deep Foundations
Correlation of UBC and ASP with SPT Values and CPT Values
UBC and Probable Settlements Using Field Plate Load Test
Elastic Stress and Displacement Distribution in Soils
Settlement Analysis
Lateral Earth Pressure
Coefficient of Earth Pressure at Rest
Other Theories of Lateral Pressure
Examples
Rational Design of Shallow Foundations
Introduction
Shallow Foundations
Conventional Design and Rational Design
Procedures for the Design of Footings
Conventional Structural Design of Footings
Foundations in Difficult Soil Formations
Modeling Soil Structure Interactions for Rational Design of Foundations
Evaluation of Spring Constant in Winkler's Soil Model
Soil-Structure Interaction Equations
Summary
Analysis of Footings on Elastic Foundations
Introductionp. 165
Literature Review
Analysis of BEF
Infinite Beams on Elastic Foundations
Finite Beams on Elastic Foundations
Plates on Elastic Foundations
Summary
Numerical and Finite Difference Methods
Introduction
Trial Solutions with Undetermined Parameters
Finite Difference Method
FDM Applications to General BEF Problems
Boundary Conditions
Calculation of Bending Moments
Shear Forces
Vertical Reactions
Simplification for Prismatic Beams
FDM for Rectangular Plates on Elastic Foundations
FDM for Circular and Annular Plates on Elastic Foundations
BEF Software Package
Summary
Finite Element Method
General Philosophy
Finite Element Procedure
Formulation of Finite Element Characteristics (Stiffness Analysis)
Beam Elements
Plate Elements for Bending Theory
Summary
Examples
Parameters and Criteria for Foundation Design
Introduction
Design Considerations
Codes, Practices and Standards
Design Soil Pressure
Gross and Net Values of the Safe Bearing Capacity and Allowable Soil Pressure
Presumptive Bearing Capacity
Settlements and Differential Settlements
Cracks Due to Uneven Settlement
Suggestions to Reduce Large Differential Settlements
Deep Foundations - Piles, Drilled Piers, Caissons and Pile-Raft Systems
Introduction
Piles
Functions of Piles
Design of Pile Foundations
Type and Length of Piles
Pile Load Capacity
Lateral Load Capacity of Piles
Stresses on Lower Strata Due to Pile Foundations
Settlement Analysis
Design of Piles and Pile Groups
Drilled Piers or Drilled Caissons
Non-Drilled Caissons
Pile-Raft Systems
Examples
Design of Piles and Pile Groups
Introduction
Use of Pile Foundations
Types of Piles and Pile Groups
Efficiency of Pile Groups
Analysis and Design of Pile Foundations
Lateral Capacity of Piles
Pile Group
Settlement of Piles
Settlement Under Lateral Load
Design of Pile Caps
Uplift
Batter Piles
Design of Pile Foundations
Summary of Assumptions and Guidelines for Design
Example
Construction Guidelines
Machine Foundations
Introduction
Types of Machine Foundations
General Requirements of Machine Foundations and Design Criteria
Dynamic Loads
Physical Modeling and Response Analysis
Analysis by Lysmer and Richart
General Analysis of Machine-Foundation-Soil Systems Using Analog Models
General Equations of Motion
Methods of Solution
General Remarks
Framed Foundations
Structural Design of Foundations
Introduction
Analysis of Foundations
Structural Design
Isolated Footings
Wall Footings
Combined Footings
Strap Footings
Raft Foundations
Circular and Annular Footings
Construction Guidelines for Footings
Construction of Raft Foundations
Examples of Structural Design
Author Index
Subject Index.
Table of Contents provided by Publisher. All Rights Reserved.

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