![]() ![]() Input from several participants of these short courses resulted in many improvements, Thanks go to the Civil Engineering Department, University of MissouriRolla, for the facilities offered and to the Interlibrary Loan of the Curtis Laws Wilson Library for procuring some diflicult-to-find references. Several parts of this text have been used in short courses for practicing engineers offered by the University of Missouri-Rolla. This subject is discussed with the help of several case histories in Chapter 11. A match of prediction and performance of piles and pile groups is of great importance in practice. The question of buckling of long, slender piles with and without unsupported length is the subject of Chapter 10. Load test procedures and their interpretation are discussed in Chapter 9. ![]() Numerous solved problems are also included in each chapter. A special feature in all these four chapters is that step-by-step design procedures are developed. In the subsequent four chapters, detailed information on behavior and design of piles have been included for (1) vertical loading and pullout in Chapter 5, (2) lateral, inclined, and eccentric loads in Chapter 6, (3) dynamic loads in Chapter 7, and (4) piles in permafrost in Chapter 8. This and other questions are explained in detail in this chapter. Adequate attention is most often not paid by the design engineers to the factors affecting the selection of design parameters. Determination and selection of appropriate soil parameters for design of piles under different loading conditions and environment are presented in Chapter 4. In Chapters 2 and 3, details of different types of piles and their installation methods, respectively, are discussed. More importantly, the changes in the soil properties particularly in clays under static and dynamic loading and on a long-term basis have been explained. In Chapter 1, basic concepts of pile behavior under different types of loading are developed. The book will be of equal benefit to graduate students specializing in foundation engineering. All the foregoing information has led to the development of design procedures of piles in different soil types, loading conditions, and environments.The purpose of this text is to present a concise, systematic, and complete treatment of the subject leading to rational design procedures for the practicing civil, geotechnical, and structural engineers. Also, a large amount of model and full-scale test data have been collected. Numerical methods including finite difference and finite element techniques have also been applied. Analytical studies have been directed toward prediction of bearing capacity under vertical loads, pile deflections under lateral loads, response of piles under dynamic loads, and the behavior of piles in permafrost. In an effort to develop reasonable design methods, analytical and experimentalstudies on piles and pile groups have been performed extensivelyin the past four decades. ![]() Pile foundations have been used since prehistoric time to transfer building loads to appropriate depths. ![]() “A Wiley-Intersciencepublication.” Includes bibliographies. Pile foundations in engineering practice/Shamsher Prakash, Hari D. Requests to the Publisher for permission should be addressed to the Permissions Department, John Wiley & Sons, Inc., 111 River Street, Hoboken, NJ 07030, (201) 748-6011, fax (201) 748-6008, E-Mail: To order books or for customer service please, call 1(800)-CALL-WILEY (225-5943 Library of Congress Cataloging in Publication Data: No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying, recording, scanning or otherwise, except as permitted under Sections 107 or 108 of the 1976 United States Copyright Act, without either the prior written permission of the Publisher, or authorization through payment of the appropriate per-copy fee to the Copyright Clearance Center, 222 Rosewood Drive, Danvers, MA 01923, (978) 750-8400, fax (978) 750-4470. The cantent of this book is identical to previous printings.Ĭopyriby John Wiley & Sons, Inc. W e are pleased that the use of this new technology will enable us to keep works of enduring scholarly value in print as long as there is a reasonable demand for than. This book has been electronicallyreproducedh digital infixmation stored at John Wiley & Sons,Inc. NEW YORK / CHICHESTER / BRISBANE / TORONTO / SINGAPORE Sharma Chief Geotechnical Engineer EMCON Associates, San Jose, California PILE FOUNDATIONS IN ENGINEERING PRACTICE Shamsher Prakash Professor of Civil Engineering, University of Missouri-Rolla, Rolla, Missouri ![]()
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