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THE ULTIMATE LOAD ON PILE FOUNDATIONS

John H. Griffith



ISBN:978-625-8284-34-8


All rights reserved. No part of this publication may be reproduced or

transmitted, in any form or by any means, without permission. Any

person who does any unauthorized act in relation to this publication may

be liable for criminal prosecution and civil claims for damages.

Published by:

GLOBAL ACADEMY, 2013

Language: English

E-mail: globalyayinlari@gmail.com

Website: https://www.globalacademy.com.tr



Introduction.—In one of his discussions as to the ultimate bearing

power of pile foundations, the late E. Sherman Gould, M. Am. Soc.

C. E., stated that the theories of Goodrich had mathematically exhausted

the subject, referring, of course, to a dynamic analysis. It is

interesting, therefore, to note an entire departure from the usual procedure

in a treatment proposed by Desmond* in which he studies a

concrete pile purely by static methods.

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