100 Years of Prandtl's Wedge (Record no. 68110)

MARC details
000 -LEADER
fixed length control field 02567naaaa2200349uu 4500
001 - CONTROL NUMBER
control field https://directory.doabooks.org/handle/20.500.12854/39841
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20220220053303.0
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 978-1-61499-850-1-i
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9781614998495
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9781614998501
024 7# - OTHER STANDARD IDENTIFIER
Standard number or code 10.3233/978-1-61499-850-1-i
Terms of availability doi
041 0# - LANGUAGE CODE
Language code of text/sound track or separate title English
042 ## - AUTHENTICATION CODE
Authentication code dc
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Stefan Van Baars
Relationship auth
245 10 - TITLE STATEMENT
Title 100 Years of Prandtl's Wedge
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Name of publisher, distributor, etc. IOS Press
Date of publication, distribution, etc. 2018
300 ## - PHYSICAL DESCRIPTION
Extent 1 electronic resource (144 p.)
506 0# - RESTRICTIONS ON ACCESS NOTE
Terms governing access Open Access
Source of term star
Standardized terminology for access restriction Unrestricted online access
520 ## - SUMMARY, ETC.
Summary, etc. The biggest problem for a shallow foundation, just as for any other type of foundation, is a failure due to an overestimation of the bearing capacity. This means that the correct prediction of the bearing capacity of the foundation is often the most important part of the design of a civil structure. That is why the publication by Prandtl in 1920 about the hardness of a plastic body, was a major step in solving the bearing capacity of shallow foundations, although it is well possible that he never realised this, because his solution was not made for civil engineering purposes, but for mechanical purposes. Over the last 100 years, a lot of extensions have been made, for example with inclination factors and shape factors. Also many laboratory experiments have been done and numerical calculations have been made. Some even try to extrapolate the failure mechanism for shallow foundations to the failure mechanism around the tip of a pile. All this scientific work leads back to the first publication by Ludwig Prandtl in 1920. This book, “100 Years of Prandtl’s Wedge”, is intended for all those who are interested in these fundamentals of foundation engineering and their history. The Appendices include a copy of Prandtl’s Über die Härte plastischer Körper and of Reissner’s publication of 1924, Zum Erddruckproblem.
540 ## - TERMS GOVERNING USE AND REPRODUCTION NOTE
Terms governing use and reproduction Creative Commons
Use and reproduction rights https://creativecommons.org/licenses/by-nc/4.0/
Source of term cc
-- https://creativecommons.org/licenses/by-nc/4.0/
546 ## - LANGUAGE NOTE
Language note English
653 ## - INDEX TERM--UNCONTROLLED
Uncontrolled term shape factors
653 ## - INDEX TERM--UNCONTROLLED
Uncontrolled term bearing capacity
653 ## - INDEX TERM--UNCONTROLLED
Uncontrolled term civil
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Uncontrolled term Ludwig Prandtl
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Uncontrolled term foundation
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Uncontrolled term engineering
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Uncontrolled term structure
653 ## - INDEX TERM--UNCONTROLLED
Uncontrolled term inclination factors
856 40 - ELECTRONIC LOCATION AND ACCESS
Host name www.oapen.org
Uniform Resource Identifier <a href="http://ebooks.iospress.nl/book/100-years-of-prandtls-wedge">http://ebooks.iospress.nl/book/100-years-of-prandtls-wedge</a>
Access status 0
Public note DOAB: download the publication
856 40 - ELECTRONIC LOCATION AND ACCESS
Host name www.oapen.org
Uniform Resource Identifier <a href="https://directory.doabooks.org/handle/20.500.12854/39841">https://directory.doabooks.org/handle/20.500.12854/39841</a>
Access status 0
Public note DOAB: description of the publication

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