Interpretation of the pressuremeter test using numerical models based on deformation tensor equations
Abstract The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be th...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Escolano Sánchez, F. [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2013 |
|---|
| Schlagwörter: |
|---|
| Anmerkung: |
© Springer-Verlag Berlin Heidelberg 2013 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Bulletin of engineering geology and the environment - Springer Berlin Heidelberg, 1998, 73(2013), 1 vom: 22. Nov., Seite 141-146 |
|---|---|
| Übergeordnetes Werk: |
volume:73 ; year:2013 ; number:1 ; day:22 ; month:11 ; pages:141-146 |
| Links: |
|---|
| DOI / URN: |
10.1007/s10064-013-0528-x |
|---|
| Katalog-ID: |
OLC206168579X |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | OLC206168579X | ||
| 003 | DE-627 | ||
| 005 | 20230502165358.0 | ||
| 007 | tu | ||
| 008 | 200819s2013 xx ||||| 00| ||eng c | ||
| 024 | 7 | |a 10.1007/s10064-013-0528-x |2 doi | |
| 035 | |a (DE-627)OLC206168579X | ||
| 035 | |a (DE-He213)s10064-013-0528-x-p | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 550 |a 600 |q VZ |
| 100 | 1 | |a Escolano Sánchez, F. |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Interpretation of the pressuremeter test using numerical models based on deformation tensor equations |
| 264 | 1 | |c 2013 | |
| 336 | |a Text |b txt |2 rdacontent | ||
| 337 | |a ohne Hilfsmittel zu benutzen |b n |2 rdamedia | ||
| 338 | |a Band |b nc |2 rdacarrier | ||
| 500 | |a © Springer-Verlag Berlin Heidelberg 2013 | ||
| 520 | |a Abstract The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be the reference framework for the interpretation of this test. The model analyses variables such as: the type of response, the initial state, the drainage regime and the constitutive equations. It is a model of finite elements able to work with a mesh without deformation or one adapted to it. | ||
| 650 | 4 | |a Pressuremeter tests | |
| 650 | 4 | |a Constitutive equations | |
| 650 | 4 | |a Geotechnical parameters | |
| 650 | 4 | |a Finite elements | |
| 700 | 1 | |a Bueno Aguado, M. |4 aut | |
| 700 | 1 | |a Lavín, José Ramón Sánchez |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Bulletin of engineering geology and the environment |d Springer Berlin Heidelberg, 1998 |g 73(2013), 1 vom: 22. Nov., Seite 141-146 |w (DE-627)24891880X |w (DE-600)1444574-8 |w (DE-576)068745818 |x 1435-9529 |7 nnns |
| 773 | 1 | 8 | |g volume:73 |g year:2013 |g number:1 |g day:22 |g month:11 |g pages:141-146 |
| 856 | 4 | 1 | |u https://doi.org/10.1007/s10064-013-0528-x |z lizenzpflichtig |3 Volltext |
| 912 | |a GBV_USEFLAG_A | ||
| 912 | |a SYSFLAG_A | ||
| 912 | |a GBV_OLC | ||
| 912 | |a SSG-OLC-TEC | ||
| 912 | |a SSG-OLC-GEO | ||
| 912 | |a SSG-OPC-GGO | ||
| 912 | |a SSG-OPC-GEO | ||
| 912 | |a GBV_ILN_65 | ||
| 912 | |a GBV_ILN_70 | ||
| 912 | |a GBV_ILN_267 | ||
| 912 | |a GBV_ILN_2018 | ||
| 912 | |a GBV_ILN_4277 | ||
| 951 | |a AR | ||
| 952 | |d 73 |j 2013 |e 1 |b 22 |c 11 |h 141-146 | ||
| author_variant |
s f e sf sfe a m b am amb j r s l jrs jrsl |
|---|---|
| matchkey_str |
article:14359529:2013----::nepeainfhpesrmtretsnnmrcloesaeodf |
| hierarchy_sort_str |
2013 |
| publishDate |
2013 |
| allfields |
10.1007/s10064-013-0528-x doi (DE-627)OLC206168579X (DE-He213)s10064-013-0528-x-p DE-627 ger DE-627 rakwb eng 550 600 VZ Escolano Sánchez, F. verfasserin aut Interpretation of the pressuremeter test using numerical models based on deformation tensor equations 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag Berlin Heidelberg 2013 Abstract The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be the reference framework for the interpretation of this test. The model analyses variables such as: the type of response, the initial state, the drainage regime and the constitutive equations. It is a model of finite elements able to work with a mesh without deformation or one adapted to it. Pressuremeter tests Constitutive equations Geotechnical parameters Finite elements Bueno Aguado, M. aut Lavín, José Ramón Sánchez aut Enthalten in Bulletin of engineering geology and the environment Springer Berlin Heidelberg, 1998 73(2013), 1 vom: 22. Nov., Seite 141-146 (DE-627)24891880X (DE-600)1444574-8 (DE-576)068745818 1435-9529 nnns volume:73 year:2013 number:1 day:22 month:11 pages:141-146 https://doi.org/10.1007/s10064-013-0528-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_65 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2018 GBV_ILN_4277 AR 73 2013 1 22 11 141-146 |
| spelling |
10.1007/s10064-013-0528-x doi (DE-627)OLC206168579X (DE-He213)s10064-013-0528-x-p DE-627 ger DE-627 rakwb eng 550 600 VZ Escolano Sánchez, F. verfasserin aut Interpretation of the pressuremeter test using numerical models based on deformation tensor equations 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag Berlin Heidelberg 2013 Abstract The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be the reference framework for the interpretation of this test. The model analyses variables such as: the type of response, the initial state, the drainage regime and the constitutive equations. It is a model of finite elements able to work with a mesh without deformation or one adapted to it. Pressuremeter tests Constitutive equations Geotechnical parameters Finite elements Bueno Aguado, M. aut Lavín, José Ramón Sánchez aut Enthalten in Bulletin of engineering geology and the environment Springer Berlin Heidelberg, 1998 73(2013), 1 vom: 22. Nov., Seite 141-146 (DE-627)24891880X (DE-600)1444574-8 (DE-576)068745818 1435-9529 nnns volume:73 year:2013 number:1 day:22 month:11 pages:141-146 https://doi.org/10.1007/s10064-013-0528-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_65 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2018 GBV_ILN_4277 AR 73 2013 1 22 11 141-146 |
| allfields_unstemmed |
10.1007/s10064-013-0528-x doi (DE-627)OLC206168579X (DE-He213)s10064-013-0528-x-p DE-627 ger DE-627 rakwb eng 550 600 VZ Escolano Sánchez, F. verfasserin aut Interpretation of the pressuremeter test using numerical models based on deformation tensor equations 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag Berlin Heidelberg 2013 Abstract The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be the reference framework for the interpretation of this test. The model analyses variables such as: the type of response, the initial state, the drainage regime and the constitutive equations. It is a model of finite elements able to work with a mesh without deformation or one adapted to it. Pressuremeter tests Constitutive equations Geotechnical parameters Finite elements Bueno Aguado, M. aut Lavín, José Ramón Sánchez aut Enthalten in Bulletin of engineering geology and the environment Springer Berlin Heidelberg, 1998 73(2013), 1 vom: 22. Nov., Seite 141-146 (DE-627)24891880X (DE-600)1444574-8 (DE-576)068745818 1435-9529 nnns volume:73 year:2013 number:1 day:22 month:11 pages:141-146 https://doi.org/10.1007/s10064-013-0528-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_65 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2018 GBV_ILN_4277 AR 73 2013 1 22 11 141-146 |
| allfieldsGer |
10.1007/s10064-013-0528-x doi (DE-627)OLC206168579X (DE-He213)s10064-013-0528-x-p DE-627 ger DE-627 rakwb eng 550 600 VZ Escolano Sánchez, F. verfasserin aut Interpretation of the pressuremeter test using numerical models based on deformation tensor equations 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag Berlin Heidelberg 2013 Abstract The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be the reference framework for the interpretation of this test. The model analyses variables such as: the type of response, the initial state, the drainage regime and the constitutive equations. It is a model of finite elements able to work with a mesh without deformation or one adapted to it. Pressuremeter tests Constitutive equations Geotechnical parameters Finite elements Bueno Aguado, M. aut Lavín, José Ramón Sánchez aut Enthalten in Bulletin of engineering geology and the environment Springer Berlin Heidelberg, 1998 73(2013), 1 vom: 22. Nov., Seite 141-146 (DE-627)24891880X (DE-600)1444574-8 (DE-576)068745818 1435-9529 nnns volume:73 year:2013 number:1 day:22 month:11 pages:141-146 https://doi.org/10.1007/s10064-013-0528-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_65 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2018 GBV_ILN_4277 AR 73 2013 1 22 11 141-146 |
| allfieldsSound |
10.1007/s10064-013-0528-x doi (DE-627)OLC206168579X (DE-He213)s10064-013-0528-x-p DE-627 ger DE-627 rakwb eng 550 600 VZ Escolano Sánchez, F. verfasserin aut Interpretation of the pressuremeter test using numerical models based on deformation tensor equations 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag Berlin Heidelberg 2013 Abstract The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be the reference framework for the interpretation of this test. The model analyses variables such as: the type of response, the initial state, the drainage regime and the constitutive equations. It is a model of finite elements able to work with a mesh without deformation or one adapted to it. Pressuremeter tests Constitutive equations Geotechnical parameters Finite elements Bueno Aguado, M. aut Lavín, José Ramón Sánchez aut Enthalten in Bulletin of engineering geology and the environment Springer Berlin Heidelberg, 1998 73(2013), 1 vom: 22. Nov., Seite 141-146 (DE-627)24891880X (DE-600)1444574-8 (DE-576)068745818 1435-9529 nnns volume:73 year:2013 number:1 day:22 month:11 pages:141-146 https://doi.org/10.1007/s10064-013-0528-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_65 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2018 GBV_ILN_4277 AR 73 2013 1 22 11 141-146 |
| language |
English |
| source |
Enthalten in Bulletin of engineering geology and the environment 73(2013), 1 vom: 22. Nov., Seite 141-146 volume:73 year:2013 number:1 day:22 month:11 pages:141-146 |
| sourceStr |
Enthalten in Bulletin of engineering geology and the environment 73(2013), 1 vom: 22. Nov., Seite 141-146 volume:73 year:2013 number:1 day:22 month:11 pages:141-146 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| topic_facet |
Pressuremeter tests Constitutive equations Geotechnical parameters Finite elements |
| dewey-raw |
550 |
| isfreeaccess_bool |
false |
| container_title |
Bulletin of engineering geology and the environment |
| authorswithroles_txt_mv |
Escolano Sánchez, F. @@aut@@ Bueno Aguado, M. @@aut@@ Lavín, José Ramón Sánchez @@aut@@ |
| publishDateDaySort_date |
2013-11-22T00:00:00Z |
| hierarchy_top_id |
24891880X |
| dewey-sort |
3550 |
| id |
OLC206168579X |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC206168579X</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230502165358.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200819s2013 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s10064-013-0528-x</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC206168579X</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s10064-013-0528-x-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">550</subfield><subfield code="a">600</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Escolano Sánchez, F.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Interpretation of the pressuremeter test using numerical models based on deformation tensor equations</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2013</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">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer-Verlag Berlin Heidelberg 2013</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be the reference framework for the interpretation of this test. The model analyses variables such as: the type of response, the initial state, the drainage regime and the constitutive equations. It is a model of finite elements able to work with a mesh without deformation or one adapted to it.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Pressuremeter tests</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Constitutive equations</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Geotechnical parameters</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Finite elements</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Bueno Aguado, M.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Lavín, José Ramón Sánchez</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Bulletin of engineering geology and the environment</subfield><subfield code="d">Springer Berlin Heidelberg, 1998</subfield><subfield code="g">73(2013), 1 vom: 22. Nov., Seite 141-146</subfield><subfield code="w">(DE-627)24891880X</subfield><subfield code="w">(DE-600)1444574-8</subfield><subfield code="w">(DE-576)068745818</subfield><subfield code="x">1435-9529</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:73</subfield><subfield code="g">year:2013</subfield><subfield code="g">number:1</subfield><subfield code="g">day:22</subfield><subfield code="g">month:11</subfield><subfield code="g">pages:141-146</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s10064-013-0528-x</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-GEO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-GGO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-GEO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_267</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2018</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4277</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">73</subfield><subfield code="j">2013</subfield><subfield code="e">1</subfield><subfield code="b">22</subfield><subfield code="c">11</subfield><subfield code="h">141-146</subfield></datafield></record></collection>
|
| author |
Escolano Sánchez, F. |
| spellingShingle |
Escolano Sánchez, F. ddc 550 misc Pressuremeter tests misc Constitutive equations misc Geotechnical parameters misc Finite elements Interpretation of the pressuremeter test using numerical models based on deformation tensor equations |
| authorStr |
Escolano Sánchez, F. |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)24891880X |
| format |
Article |
| dewey-ones |
550 - Earth sciences 600 - Technology |
| delete_txt_mv |
keep |
| author_role |
aut aut aut |
| collection |
OLC |
| remote_str |
false |
| illustrated |
Not Illustrated |
| issn |
1435-9529 |
| topic_title |
550 600 VZ Interpretation of the pressuremeter test using numerical models based on deformation tensor equations Pressuremeter tests Constitutive equations Geotechnical parameters Finite elements |
| topic |
ddc 550 misc Pressuremeter tests misc Constitutive equations misc Geotechnical parameters misc Finite elements |
| topic_unstemmed |
ddc 550 misc Pressuremeter tests misc Constitutive equations misc Geotechnical parameters misc Finite elements |
| topic_browse |
ddc 550 misc Pressuremeter tests misc Constitutive equations misc Geotechnical parameters misc Finite elements |
| format_facet |
Aufsätze Gedruckte Aufsätze |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
nc |
| hierarchy_parent_title |
Bulletin of engineering geology and the environment |
| hierarchy_parent_id |
24891880X |
| dewey-tens |
550 - Earth sciences & geology 600 - Technology |
| hierarchy_top_title |
Bulletin of engineering geology and the environment |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)24891880X (DE-600)1444574-8 (DE-576)068745818 |
| title |
Interpretation of the pressuremeter test using numerical models based on deformation tensor equations |
| ctrlnum |
(DE-627)OLC206168579X (DE-He213)s10064-013-0528-x-p |
| title_full |
Interpretation of the pressuremeter test using numerical models based on deformation tensor equations |
| author_sort |
Escolano Sánchez, F. |
| journal |
Bulletin of engineering geology and the environment |
| journalStr |
Bulletin of engineering geology and the environment |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
500 - Science 600 - Technology |
| recordtype |
marc |
| publishDateSort |
2013 |
| contenttype_str_mv |
txt |
| container_start_page |
141 |
| author_browse |
Escolano Sánchez, F. Bueno Aguado, M. Lavín, José Ramón Sánchez |
| container_volume |
73 |
| class |
550 600 VZ |
| format_se |
Aufsätze |
| author-letter |
Escolano Sánchez, F. |
| doi_str_mv |
10.1007/s10064-013-0528-x |
| dewey-full |
550 600 |
| title_sort |
interpretation of the pressuremeter test using numerical models based on deformation tensor equations |
| title_auth |
Interpretation of the pressuremeter test using numerical models based on deformation tensor equations |
| abstract |
Abstract The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be the reference framework for the interpretation of this test. The model analyses variables such as: the type of response, the initial state, the drainage regime and the constitutive equations. It is a model of finite elements able to work with a mesh without deformation or one adapted to it. © Springer-Verlag Berlin Heidelberg 2013 |
| abstractGer |
Abstract The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be the reference framework for the interpretation of this test. The model analyses variables such as: the type of response, the initial state, the drainage regime and the constitutive equations. It is a model of finite elements able to work with a mesh without deformation or one adapted to it. © Springer-Verlag Berlin Heidelberg 2013 |
| abstract_unstemmed |
Abstract The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be the reference framework for the interpretation of this test. The model analyses variables such as: the type of response, the initial state, the drainage regime and the constitutive equations. It is a model of finite elements able to work with a mesh without deformation or one adapted to it. © Springer-Verlag Berlin Heidelberg 2013 |
| collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_65 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2018 GBV_ILN_4277 |
| container_issue |
1 |
| title_short |
Interpretation of the pressuremeter test using numerical models based on deformation tensor equations |
| url |
https://doi.org/10.1007/s10064-013-0528-x |
| remote_bool |
false |
| author2 |
Bueno Aguado, M. Lavín, José Ramón Sánchez |
| author2Str |
Bueno Aguado, M. Lavín, José Ramón Sánchez |
| ppnlink |
24891880X |
| mediatype_str_mv |
n |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1007/s10064-013-0528-x |
| up_date |
2024-07-04T04:09:36.114Z |
| _version_ |
1803620110696448000 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC206168579X</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230502165358.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200819s2013 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s10064-013-0528-x</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC206168579X</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s10064-013-0528-x-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">550</subfield><subfield code="a">600</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Escolano Sánchez, F.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Interpretation of the pressuremeter test using numerical models based on deformation tensor equations</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2013</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">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer-Verlag Berlin Heidelberg 2013</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The pressuremeter test in boreholes has proven itself as a useful tool in geotechnical explorations, especially comparing its results with those obtained from a mathematical model ruled by a soil representative constitutive equation. The numerical model shown in this paper is aimed to be the reference framework for the interpretation of this test. The model analyses variables such as: the type of response, the initial state, the drainage regime and the constitutive equations. It is a model of finite elements able to work with a mesh without deformation or one adapted to it.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Pressuremeter tests</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Constitutive equations</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Geotechnical parameters</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Finite elements</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Bueno Aguado, M.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Lavín, José Ramón Sánchez</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Bulletin of engineering geology and the environment</subfield><subfield code="d">Springer Berlin Heidelberg, 1998</subfield><subfield code="g">73(2013), 1 vom: 22. Nov., Seite 141-146</subfield><subfield code="w">(DE-627)24891880X</subfield><subfield code="w">(DE-600)1444574-8</subfield><subfield code="w">(DE-576)068745818</subfield><subfield code="x">1435-9529</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:73</subfield><subfield code="g">year:2013</subfield><subfield code="g">number:1</subfield><subfield code="g">day:22</subfield><subfield code="g">month:11</subfield><subfield code="g">pages:141-146</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s10064-013-0528-x</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-GEO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-GGO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-GEO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_267</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2018</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4277</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">73</subfield><subfield code="j">2013</subfield><subfield code="e">1</subfield><subfield code="b">22</subfield><subfield code="c">11</subfield><subfield code="h">141-146</subfield></datafield></record></collection>
|
| score |
7.4003897 |