100 years of Prandtl's wedge / / Stefan Van Baars.

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....

Full description

Saved in:
Bibliographic Details
VerfasserIn:
Place / Publishing House:Amsterdam, The Netherlands : : IOS Press,, [2018]
©2018
Year of Publication:2018
Language:English
Physical Description:1 online resource (144 pages)
Tags: Add Tag
No Tags, Be the first to tag this record!
id 993548677404498
ctrlnum (CKB)4340000000265103
(MiAaPQ)EBC5348997
(oapen)https://directory.doabooks.org/handle/20.500.12854/39841
(EXLCZ)994340000000265103
collection bib_alma
record_format marc
spelling Van Baars, Stefan, author.
100 years of Prandtl's wedge / Stefan Van Baars.
IOS Press 2018
Amsterdam, The Netherlands : IOS Press, [2018]
©2018
1 online resource (144 pages)
text txt rdacontent
computer c rdamedia
online resource cr rdacarrier
Description based on print version record.
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.
English
Soil mechanics.
shape factors
bearing capacity
civil
Ludwig Prandtl
foundation
engineering
structure
inclination factors
1-61499-849-3
language English
format eBook
author Van Baars, Stefan,
spellingShingle Van Baars, Stefan,
100 years of Prandtl's wedge /
author_facet Van Baars, Stefan,
author_variant b s v bs bsv
author_role VerfasserIn
author_sort Van Baars, Stefan,
title 100 years of Prandtl's wedge /
title_full 100 years of Prandtl's wedge / Stefan Van Baars.
title_fullStr 100 years of Prandtl's wedge / Stefan Van Baars.
title_full_unstemmed 100 years of Prandtl's wedge / Stefan Van Baars.
title_auth 100 years of Prandtl's wedge /
title_new 100 years of Prandtl's wedge /
title_sort 100 years of prandtl's wedge /
publisher IOS Press
IOS Press,
publishDate 2018
physical 1 online resource (144 pages)
isbn 1-61499-850-7
1-61499-849-3
callnumber-first T - Technology
callnumber-subject TA - General and Civil Engineering
callnumber-label TA710
callnumber-sort TA 3710 V363 42018
illustrated Not Illustrated
dewey-hundreds 600 - Technology
dewey-tens 620 - Engineering
dewey-ones 624 - Civil engineering
dewey-full 624.15136
dewey-sort 3624.15136
dewey-raw 624.15136
dewey-search 624.15136
work_keys_str_mv AT vanbaarsstefan 100yearsofprandtlswedge
status_str n
ids_txt_mv (CKB)4340000000265103
(MiAaPQ)EBC5348997
(oapen)https://directory.doabooks.org/handle/20.500.12854/39841
(EXLCZ)994340000000265103
carrierType_str_mv cr
is_hierarchy_title 100 years of Prandtl's wedge /
_version_ 1796649014726230016
fullrecord <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>02703nam a2200457 i 4500</leader><controlfield tag="001">993548677404498</controlfield><controlfield tag="005">20230621141351.0</controlfield><controlfield tag="006">m o d | </controlfield><controlfield tag="007">cr#cnu||||||||</controlfield><controlfield tag="008">180516s2018 ne o 000 0 eng d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">1-61499-850-7</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(CKB)4340000000265103</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(MiAaPQ)EBC5348997</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(oapen)https://directory.doabooks.org/handle/20.500.12854/39841</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(EXLCZ)994340000000265103</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">MiAaPQ</subfield><subfield code="b">eng</subfield><subfield code="e">rda</subfield><subfield code="e">pn</subfield><subfield code="c">MiAaPQ</subfield><subfield code="d">MiAaPQ</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="050" ind1=" " ind2="4"><subfield code="a">TA710</subfield><subfield code="b">.V363 2018</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624.15136</subfield><subfield code="2">23</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Van Baars, Stefan,</subfield><subfield code="e">author.</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">100 years of Prandtl's wedge /</subfield><subfield code="c">Stefan Van Baars.</subfield></datafield><datafield tag="260" ind1=" " ind2=" "><subfield code="b">IOS Press</subfield><subfield code="c">2018</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Amsterdam, The Netherlands :</subfield><subfield code="b">IOS Press,</subfield><subfield code="c">[2018]</subfield></datafield><datafield tag="264" ind1=" " ind2="4"><subfield code="c">©2018</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 online resource (144 pages)</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">computer</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">online resource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="588" ind1=" " ind2=" "><subfield code="a">Description based on print version record.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">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.</subfield></datafield><datafield tag="546" ind1=" " ind2=" "><subfield code="a">English</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Soil mechanics.</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">shape factors</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">bearing capacity</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">civil</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Ludwig Prandtl</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">foundation</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">engineering</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">structure</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">inclination factors</subfield></datafield><datafield tag="776" ind1=" " ind2=" "><subfield code="z">1-61499-849-3</subfield></datafield><datafield tag="906" ind1=" " ind2=" "><subfield code="a">BOOK</subfield></datafield><datafield tag="ADM" ind1=" " ind2=" "><subfield code="b">2023-06-25 15:22:41 Europe/Vienna</subfield><subfield code="f">system</subfield><subfield code="c">marc21</subfield><subfield code="a">2018-05-12 18:41:47 Europe/Vienna</subfield><subfield code="g">false</subfield></datafield><datafield tag="AVE" ind1=" " ind2=" "><subfield code="i">DOAB Directory of Open Access Books</subfield><subfield code="P">DOAB Directory of Open Access Books</subfield><subfield code="x">https://eu02.alma.exlibrisgroup.com/view/uresolver/43ACC_OEAW/openurl?u.ignore_date_coverage=true&amp;portfolio_pid=5338885740004498&amp;Force_direct=true</subfield><subfield code="Z">5338885740004498</subfield><subfield code="b">Available</subfield><subfield code="8">5338885740004498</subfield></datafield></record></collection>