100 Years of Prandtl's Wedge

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....

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Autor Principal: Stefan Van Baars
Formato: Online
Idioma:inglés
Publicado: IOS Press 2021
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Acceso en liña:27049
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author Stefan Van Baars
author_browse Stefan Van Baars
author_facet Stefan Van Baars
author_sort Stefan Van Baars
collection Directory of Open Access Books
description 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.
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spelling doab-20.500.12854ir-398412024-04-11T15:10:30Z 100 Years of Prandtl's Wedge Stefan Van Baars TA1-2040 shape factors bearing capacity civil Ludwig Prandtl foundation engineering structure inclination factors thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technology 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. 2021-02-11T07:31:37Z 2021-02-11T07:31:37Z 2018-06-20 15:09:53 2018 book 27049 9781614998495 9781614998501 https://directory.doabooks.org/handle/20.500.12854/39841 eng application/octet-stream Attribution-NonCommercial 4.0 International https://www.iospress.nl/book/100-years-of-prandtls-wedge/ http://ebooks.iospress.nl/book/100-years-of-prandtls-wedge IOS Press 10.3233/978-1-61499-850-1-i 10.3233/978-1-61499-850-1-i 4ce64791-39ff-44ba-908b-467a539fea7f 9781614998495 9781614998501 144 open access
spellingShingle TA1-2040
shape factors
bearing capacity
civil
Ludwig Prandtl
foundation
engineering
structure
inclination factors
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technology
Stefan Van Baars
100 Years of Prandtl's Wedge
title 100 Years of Prandtl's Wedge
title_full 100 Years of Prandtl's Wedge
title_fullStr 100 Years of Prandtl's Wedge
title_full_unstemmed 100 Years of Prandtl's Wedge
title_short 100 Years of Prandtl's Wedge
title_sort 100 years of prandtl s wedge
topic TA1-2040
shape factors
bearing capacity
civil
Ludwig Prandtl
foundation
engineering
structure
inclination factors
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technology
topic_facet TA1-2040
shape factors
bearing capacity
civil
Ludwig Prandtl
foundation
engineering
structure
inclination factors
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technology
url 27049
work_keys_str_mv AT stefanvanbaars 100yearsofprandtlswedge