The International Edition is not available in North America. This book cannot be re-exported from the country to which it is sold by McGraw-Hill. Louis San Francisco Auckland Bogota Caracas Lisbon London Madrid Mexico City Milan Montreal New Delhi San Juan Singapore Sydney Tokyo TorontoMcGraw-Hill A Division of The McGraw-Hill CompaniesFOUNDATION ANALYSIS AND DESIGN International Edition 1997Exclusive rights by McGraw-Hill Book Co - Singapore, for manufacture and export. Gs Engineering Construction Afes 3 The McGraw-Hill Companies, Inc.If there is a question of whether the interpretation has been correctly made, the reader should consult the appropriate reference. TA775.B63 1996 624.'5—dc20 95-37880 TEXT DISCLAIMER Although every effort has been made to interpret the references cited correctly, there is no warranty express or implied that the interpretation is correct. ISBN 0-07-912247-7 (set) 1. Foundation analysis and design / Joseph E. Some ancillaries, including electronic and print components, may not be available to customers outside the United States.10 09 08 07 20 09 08 07 06 BJE Library of Congress Cataloging-in-Publication Data Bowles, Joseph E. Except as permitted under the Copyright Act of 1976, no part of this publication may be reproduced or distributed in any form or by any means, or stored in a database or retrieval system, without the prior written consent of the McGraw-Hill Companies, Inc., including, but not limited to, in any network or other electronic storage or transmission, or broadcast for distance learning.To catch equation errata the author, in addition to presenting the equation, has usually used the equation in an example. It is the user's responsibility to check the results of any equation that has been used and, if the results do not seem reasonable, to use the textbook explanation (or original reference) to see if the equation can be derived. There are inevitably a few errors between the time equations re first written and when they get into print.About the Computer Programs. This includes making a correct problem model, obtaining the necessary input data (including any estimated values), and interpreting the output.When ordering this title, use ISBN 0-07-118844-4Preface. Any use of these programs to solve problem other that those displayed or for which data sets are provided is the sole responsibility of the user.
![]() Foundations: General Requirements. Foundations: Classifications and Select Definitions. Foundations: Their Importance and Purpose. Computer Programs in Foundation Analysis and Design. Computational Accuracy versus Design Precision. The International System of Units (SI) and the Foot-pound-second (Fps) System. Foundations: Selection of Type. ![]() 2.14 Elastic Properties of Soil. 2.12 Sensitivity and Thixotropy. 2.10 Consolidation Principles. ![]() 3.15 The Pressuremeter Test (PMT). 3.14 The Flat Dilatometer Test (DMT). 3.13 The Borehole Shear Test (BST). 3.12 Field Vane Shear Testing (FVST). 3.11 Cone Penetration Test (CPT). Bearing Capacity of Foundations. 3.20 Drilling and/or Exploration of Closed Landfills or Hazardous Waste Sites. 3.19 Number and Depth of Borings. 3.18 Groundwater Table (GWT) Location. Big ip edge for macFootings with Eccentric or Inclined Loadings. Bearing-capacity Examples. Additional Considerations When Using the Bearing-capacity Equations.
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