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Cover Art
PRINTED BOOKS
Author Reese, Lymon C., 1917-

Title Analysis and design of shallow and deep foundations / Lymon C. Reese, William M. Isenhower, Shin-Tower Wang.

Published Hoboken, N.J. : John Wiley, [2006]
©2006

Copies

Location Call No. Status
 UniM ERC  624.15 REES    AVAILABLE
Physical description xxxiii, 574 pages : illustrations ; 25 cm + 1 CD-ROM (4 3/4 in.)
Bibliography Includes bibliographical references (pages 539-558) and indexes.
Contents 1.1 Historical Use of Foundations 1 -- 1.2 Kinds of Foundations and their Uses 1 -- 1.3 Concepts in Design 7 -- 2 Engineering Geology 11 -- 2.2 Nature of Soil Affected by Geologic Processes 12 -- 2.3 Available Data on Regions in the United States 16 -- 2.4 U.S. Geological Survey and State Agencies 17 -- 2.5 Examples of the Application of Engineering Geology 18 -- 2.6 Site Visit 19 -- 3 Fundamentals of Soil Mechanics 21 -- 3.2 Data Needed for the Design of Foundations 21 -- 3.3 Nature of Soil 24 -- 3.4 Concept of Effective Stress 37 -- 3.5 Analysis of Consolidation and Settlement 49 -- 3.6 Shear Strength of Soils 81 -- 4 Investigation of Subsurface Conditions 134 -- 4.2 Methods of Advancing Borings 136 -- 4.3 Methods of Sampling 139 -- 4.4 In Situ Testing of Soil 144 -- 4.5 Boring Report 152 -- 4.6 Subsurface Investigations for Offshore Structures 153 -- 5 Principal Types of Foundations 158 -- 5.1 Shallow Foundations 158 -- 5.2 Deep Foundations 160 -- 5.3 Caissons 172 -- 5.4 Hybrid Foundation 173 -- 6 Designing Stable Foundations 176 -- 6.2 Total and Differential Settlement 177 -- 6.3 Allowable Settlement of Structures 178 -- 6.4 Soil Investigations Appropriate to Design 180 -- 6.5 Use of Valid Analytical Methods 186 -- 6.6 Foundations at Unstable Slopes 189 -- 6.7 Effects of Installation on the Quality of Deep Foundations 190 -- 6.8 Effects of Installation of Deep Foundations on Nearby Structures 192 -- 6.9 Effects of Excavations on Nearby Structures 193 -- 6.10 Deleterious Effects of the Environment on Foundations 194 -- 6.11 Scour of Soil at Foundations 194 -- 7 Theories of Bearing Capacity and Settlement 196 -- 7.2 Terzaghi's Equations for Bearing Capacity 198 -- 7.3 Revised Equations for Bearing Capacity 199 -- 7.4 Extended Formulas for Bearing Capacity by J. Brinch Hansen 200 -- 7.5 Equations for Computing Consolidation Settlement of Shallow Foundations on Saturated Clays 213 -- 8 Principles for the Design of Foundations 223 -- 8.2 Standards of Professional Conduct 223 -- 8.3 Design Team 224 -- 8.4 Codes and Standards 225 -- 8.5 Details of the Project 225 -- 8.6 Factor of Safety 226 -- 8.7 Design Process 230 -- 8.8 Specifications and Inspection of the Project 231 -- 8.9 Observation of the Completed Structure 232 -- 9 Geotechnical Design of Shallow Foundations 235 -- 9.2 Problems with Subsidence 235 -- 9.3 Designs to Accommodate Construction 237 -- 9.4 Shallow Foundations on Sand 238 -- 9.5 Shallow Foundations on Clay 247 -- 9.6 Shallow Foundations Subjected to Vibratory Loading 255 -- 9.7 Designs in Special Circumstances 257 -- 10 Geotechnical Design of Driven Piles Under Axial Loads 270 -- 10.1 Comment on the Nature of the Problem 270 -- 10.2 Methods of Computation 273 -- 10.3 Basic Equation for Computing the Ultimate Geotechnical Capacity of a Single Pile 277 -- 10.4 Analyzing the Load-Settlement Relationship of an Axially Loaded Pile 297 -- 10.5 Investigation of Results Based on the Proposed Computation Method 306 -- 10.6 Example Problems 307 -- 10.7 Analysis of Pile Driving 312 -- 11 Geotechnical Design of Drilled Shafts Under Axial Loading 323 -- 11.2 Presentation of the FHWA Design Procedure 323 -- 11.3 Strength and Serviceability Requirements 324 -- 11.4 Design Criteria 325 -- 11.5 General Computations for Axial Capacity of Individual Drilled Shafts 325 -- 11.6 Design Equations for Axial Capacity in Compression and in Uplift 326 -- 12 Fundamental Concepts Regarding Deep Foundations Under Lateral Loading 379 -- 12.2 Derivation of the Differential Equation 382 -- 12.3 Respone of Soil to Lateral Loading 393 -- 12.4 Effect of the Nature of Loading on the Response of Soil 396 -- 12.5 Method of Analysis for Introductory Solutions for a Single Pile 397 -- 12.6 Example Solution Using Nondimensional Charts for Analysis of a Single Pile 401 -- 13 Analysis of Individual Deep Foundations Under Axial Loading Using t-z Model 413 -- 13.1 Short-Term Settlement and Uplift 413 -- 13.2 Design for Vertical Ground Movements Due to Downdrag or Expansive Uplift 437 -- 14 Analysis and Design by Computer or Piles Subjected to Lateral Loading 441 -- 14.1 Nature of the Comprehensive Problem 441 -- 14.2 Differential Equation for a Comprehensive Solution 442 -- 14.3 Recommendations for p-y Curves for Soil and Rock 443 -- 14.4 Solution of the Differential Equation by Computer 484 -- 14.5 Implementation of Computer Code 489 -- 15 Analysis of Pile Groups 503 -- 15.2 Distribution of Load to Piles in a Group: The Two-Dimensional Problem 503 -- 15.3 Modification of p-y Curves for Battered Piles 510 -- 15.4 Example Solution Showing Distribution of a Load to Piles in a Two-Dimensional Group 511 -- 15.5 Efficiency of Piles in Groups Under Lateral Loading 517 -- 15.6 Efficiency of Piles in Groups Under Axial Loading 527.
Other author Isenhower, William M.
Wang, Shin-Tower.
Subject Foundations -- Design and construction.
Variant Title Shallow and deep foundations.
Standard Number 9780471431596
ISBN 0471431591 (cloth)