Experimental study and constitutive modeling of volume change behavior in unsaturated soils
Abstract Unsaturated soils often show complex coupled hydro-mechanical behavior. We present a simple way to explore the 1D compression mechanical behavior of unsaturated soils under a constant degree of saturation by controlling the sample void ratio and suction. The experimental results presented h...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Li, Wugang [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2020 |
|---|
| Schlagwörter: |
|---|
| Anmerkung: |
© Springer-Verlag GmbH Germany, part of Springer Nature 2020 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Bulletin of engineering geology and the environment - Springer Berlin Heidelberg, 1998, 80(2020), 1 vom: 30. Juli, Seite 679-689 |
|---|---|
| Übergeordnetes Werk: |
volume:80 ; year:2020 ; number:1 ; day:30 ; month:07 ; pages:679-689 |
| Links: |
|---|
| DOI / URN: |
10.1007/s10064-020-01943-3 |
|---|
| Katalog-ID: |
OLC2122365110 |
|---|
| LEADER | 01000naa a22002652 4500 | ||
|---|---|---|---|
| 001 | OLC2122365110 | ||
| 003 | DE-627 | ||
| 005 | 20230505062641.0 | ||
| 007 | tu | ||
| 008 | 230505s2020 xx ||||| 00| ||eng c | ||
| 024 | 7 | |a 10.1007/s10064-020-01943-3 |2 doi | |
| 035 | |a (DE-627)OLC2122365110 | ||
| 035 | |a (DE-He213)s10064-020-01943-3-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 Li, Wugang |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Experimental study and constitutive modeling of volume change behavior in unsaturated soils |
| 264 | 1 | |c 2020 | |
| 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 GmbH Germany, part of Springer Nature 2020 | ||
| 520 | |a Abstract Unsaturated soils often show complex coupled hydro-mechanical behavior. We present a simple way to explore the 1D compression mechanical behavior of unsaturated soils under a constant degree of saturation by controlling the sample void ratio and suction. The experimental results presented here verify that the proposed method can control the degree of saturation during compression. The experimental data show that the hardening factor exhibits a linear relationship with the logarithmic degree of saturation. We apply a volume change equation using the hardening factor and effective stress as basic variables to simulate the hydro-mechanical behavior of unsaturated soils. We conducted numerical simulations to assess the model performance. Comparisons between the experimental data and simulations indicate that the model can well reproduce the mechanical and hydraulic response of unsaturated soils. | ||
| 650 | 4 | |a Suction | |
| 650 | 4 | |a Degree of saturation | |
| 650 | 4 | |a Unsaturated soils | |
| 650 | 4 | |a Volume change | |
| 700 | 1 | |a Yang, Qing |4 aut | |
| 700 | 1 | |a Xue, Zhijia |4 aut | |
| 700 | 1 | |a Liu, Wenhua |4 aut | |
| 700 | 1 | |a Hua, Yuan |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Bulletin of engineering geology and the environment |d Springer Berlin Heidelberg, 1998 |g 80(2020), 1 vom: 30. Juli, Seite 679-689 |w (DE-627)24891880X |w (DE-600)1444574-8 |w (DE-576)068745818 |x 1435-9529 |7 nnns |
| 773 | 1 | 8 | |g volume:80 |g year:2020 |g number:1 |g day:30 |g month:07 |g pages:679-689 |
| 856 | 4 | 1 | |u https://doi.org/10.1007/s10064-020-01943-3 |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_267 | ||
| 912 | |a GBV_ILN_2018 | ||
| 912 | |a GBV_ILN_4277 | ||
| 951 | |a AR | ||
| 952 | |d 80 |j 2020 |e 1 |b 30 |c 07 |h 679-689 | ||
| author_variant |
w l wl q y qy z x zx w l wl y h yh |
|---|---|
| matchkey_str |
article:14359529:2020----::xeietltdadosiuieoeigfouehneeai |
| hierarchy_sort_str |
2020 |
| publishDate |
2020 |
| allfields |
10.1007/s10064-020-01943-3 doi (DE-627)OLC2122365110 (DE-He213)s10064-020-01943-3-p DE-627 ger DE-627 rakwb eng 550 600 VZ Li, Wugang verfasserin aut Experimental study and constitutive modeling of volume change behavior in unsaturated soils 2020 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2020 Abstract Unsaturated soils often show complex coupled hydro-mechanical behavior. We present a simple way to explore the 1D compression mechanical behavior of unsaturated soils under a constant degree of saturation by controlling the sample void ratio and suction. The experimental results presented here verify that the proposed method can control the degree of saturation during compression. The experimental data show that the hardening factor exhibits a linear relationship with the logarithmic degree of saturation. We apply a volume change equation using the hardening factor and effective stress as basic variables to simulate the hydro-mechanical behavior of unsaturated soils. We conducted numerical simulations to assess the model performance. Comparisons between the experimental data and simulations indicate that the model can well reproduce the mechanical and hydraulic response of unsaturated soils. Suction Degree of saturation Unsaturated soils Volume change Yang, Qing aut Xue, Zhijia aut Liu, Wenhua aut Hua, Yuan aut Enthalten in Bulletin of engineering geology and the environment Springer Berlin Heidelberg, 1998 80(2020), 1 vom: 30. Juli, Seite 679-689 (DE-627)24891880X (DE-600)1444574-8 (DE-576)068745818 1435-9529 nnns volume:80 year:2020 number:1 day:30 month:07 pages:679-689 https://doi.org/10.1007/s10064-020-01943-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_267 GBV_ILN_2018 GBV_ILN_4277 AR 80 2020 1 30 07 679-689 |
| spelling |
10.1007/s10064-020-01943-3 doi (DE-627)OLC2122365110 (DE-He213)s10064-020-01943-3-p DE-627 ger DE-627 rakwb eng 550 600 VZ Li, Wugang verfasserin aut Experimental study and constitutive modeling of volume change behavior in unsaturated soils 2020 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2020 Abstract Unsaturated soils often show complex coupled hydro-mechanical behavior. We present a simple way to explore the 1D compression mechanical behavior of unsaturated soils under a constant degree of saturation by controlling the sample void ratio and suction. The experimental results presented here verify that the proposed method can control the degree of saturation during compression. The experimental data show that the hardening factor exhibits a linear relationship with the logarithmic degree of saturation. We apply a volume change equation using the hardening factor and effective stress as basic variables to simulate the hydro-mechanical behavior of unsaturated soils. We conducted numerical simulations to assess the model performance. Comparisons between the experimental data and simulations indicate that the model can well reproduce the mechanical and hydraulic response of unsaturated soils. Suction Degree of saturation Unsaturated soils Volume change Yang, Qing aut Xue, Zhijia aut Liu, Wenhua aut Hua, Yuan aut Enthalten in Bulletin of engineering geology and the environment Springer Berlin Heidelberg, 1998 80(2020), 1 vom: 30. Juli, Seite 679-689 (DE-627)24891880X (DE-600)1444574-8 (DE-576)068745818 1435-9529 nnns volume:80 year:2020 number:1 day:30 month:07 pages:679-689 https://doi.org/10.1007/s10064-020-01943-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_267 GBV_ILN_2018 GBV_ILN_4277 AR 80 2020 1 30 07 679-689 |
| allfields_unstemmed |
10.1007/s10064-020-01943-3 doi (DE-627)OLC2122365110 (DE-He213)s10064-020-01943-3-p DE-627 ger DE-627 rakwb eng 550 600 VZ Li, Wugang verfasserin aut Experimental study and constitutive modeling of volume change behavior in unsaturated soils 2020 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2020 Abstract Unsaturated soils often show complex coupled hydro-mechanical behavior. We present a simple way to explore the 1D compression mechanical behavior of unsaturated soils under a constant degree of saturation by controlling the sample void ratio and suction. The experimental results presented here verify that the proposed method can control the degree of saturation during compression. The experimental data show that the hardening factor exhibits a linear relationship with the logarithmic degree of saturation. We apply a volume change equation using the hardening factor and effective stress as basic variables to simulate the hydro-mechanical behavior of unsaturated soils. We conducted numerical simulations to assess the model performance. Comparisons between the experimental data and simulations indicate that the model can well reproduce the mechanical and hydraulic response of unsaturated soils. Suction Degree of saturation Unsaturated soils Volume change Yang, Qing aut Xue, Zhijia aut Liu, Wenhua aut Hua, Yuan aut Enthalten in Bulletin of engineering geology and the environment Springer Berlin Heidelberg, 1998 80(2020), 1 vom: 30. Juli, Seite 679-689 (DE-627)24891880X (DE-600)1444574-8 (DE-576)068745818 1435-9529 nnns volume:80 year:2020 number:1 day:30 month:07 pages:679-689 https://doi.org/10.1007/s10064-020-01943-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_267 GBV_ILN_2018 GBV_ILN_4277 AR 80 2020 1 30 07 679-689 |
| allfieldsGer |
10.1007/s10064-020-01943-3 doi (DE-627)OLC2122365110 (DE-He213)s10064-020-01943-3-p DE-627 ger DE-627 rakwb eng 550 600 VZ Li, Wugang verfasserin aut Experimental study and constitutive modeling of volume change behavior in unsaturated soils 2020 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2020 Abstract Unsaturated soils often show complex coupled hydro-mechanical behavior. We present a simple way to explore the 1D compression mechanical behavior of unsaturated soils under a constant degree of saturation by controlling the sample void ratio and suction. The experimental results presented here verify that the proposed method can control the degree of saturation during compression. The experimental data show that the hardening factor exhibits a linear relationship with the logarithmic degree of saturation. We apply a volume change equation using the hardening factor and effective stress as basic variables to simulate the hydro-mechanical behavior of unsaturated soils. We conducted numerical simulations to assess the model performance. Comparisons between the experimental data and simulations indicate that the model can well reproduce the mechanical and hydraulic response of unsaturated soils. Suction Degree of saturation Unsaturated soils Volume change Yang, Qing aut Xue, Zhijia aut Liu, Wenhua aut Hua, Yuan aut Enthalten in Bulletin of engineering geology and the environment Springer Berlin Heidelberg, 1998 80(2020), 1 vom: 30. Juli, Seite 679-689 (DE-627)24891880X (DE-600)1444574-8 (DE-576)068745818 1435-9529 nnns volume:80 year:2020 number:1 day:30 month:07 pages:679-689 https://doi.org/10.1007/s10064-020-01943-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_267 GBV_ILN_2018 GBV_ILN_4277 AR 80 2020 1 30 07 679-689 |
| allfieldsSound |
10.1007/s10064-020-01943-3 doi (DE-627)OLC2122365110 (DE-He213)s10064-020-01943-3-p DE-627 ger DE-627 rakwb eng 550 600 VZ Li, Wugang verfasserin aut Experimental study and constitutive modeling of volume change behavior in unsaturated soils 2020 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2020 Abstract Unsaturated soils often show complex coupled hydro-mechanical behavior. We present a simple way to explore the 1D compression mechanical behavior of unsaturated soils under a constant degree of saturation by controlling the sample void ratio and suction. The experimental results presented here verify that the proposed method can control the degree of saturation during compression. The experimental data show that the hardening factor exhibits a linear relationship with the logarithmic degree of saturation. We apply a volume change equation using the hardening factor and effective stress as basic variables to simulate the hydro-mechanical behavior of unsaturated soils. We conducted numerical simulations to assess the model performance. Comparisons between the experimental data and simulations indicate that the model can well reproduce the mechanical and hydraulic response of unsaturated soils. Suction Degree of saturation Unsaturated soils Volume change Yang, Qing aut Xue, Zhijia aut Liu, Wenhua aut Hua, Yuan aut Enthalten in Bulletin of engineering geology and the environment Springer Berlin Heidelberg, 1998 80(2020), 1 vom: 30. Juli, Seite 679-689 (DE-627)24891880X (DE-600)1444574-8 (DE-576)068745818 1435-9529 nnns volume:80 year:2020 number:1 day:30 month:07 pages:679-689 https://doi.org/10.1007/s10064-020-01943-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_267 GBV_ILN_2018 GBV_ILN_4277 AR 80 2020 1 30 07 679-689 |
| language |
English |
| source |
Enthalten in Bulletin of engineering geology and the environment 80(2020), 1 vom: 30. Juli, Seite 679-689 volume:80 year:2020 number:1 day:30 month:07 pages:679-689 |
| sourceStr |
Enthalten in Bulletin of engineering geology and the environment 80(2020), 1 vom: 30. Juli, Seite 679-689 volume:80 year:2020 number:1 day:30 month:07 pages:679-689 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| topic_facet |
Suction Degree of saturation Unsaturated soils Volume change |
| dewey-raw |
550 |
| isfreeaccess_bool |
false |
| container_title |
Bulletin of engineering geology and the environment |
| authorswithroles_txt_mv |
Li, Wugang @@aut@@ Yang, Qing @@aut@@ Xue, Zhijia @@aut@@ Liu, Wenhua @@aut@@ Hua, Yuan @@aut@@ |
| publishDateDaySort_date |
2020-07-30T00:00:00Z |
| hierarchy_top_id |
24891880X |
| dewey-sort |
3550 |
| id |
OLC2122365110 |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000naa a22002652 4500</leader><controlfield tag="001">OLC2122365110</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230505062641.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">230505s2020 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s10064-020-01943-3</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2122365110</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s10064-020-01943-3-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">Li, Wugang</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Experimental study and constitutive modeling of volume change behavior in unsaturated soils</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2020</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 GmbH Germany, part of Springer Nature 2020</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract Unsaturated soils often show complex coupled hydro-mechanical behavior. We present a simple way to explore the 1D compression mechanical behavior of unsaturated soils under a constant degree of saturation by controlling the sample void ratio and suction. The experimental results presented here verify that the proposed method can control the degree of saturation during compression. The experimental data show that the hardening factor exhibits a linear relationship with the logarithmic degree of saturation. We apply a volume change equation using the hardening factor and effective stress as basic variables to simulate the hydro-mechanical behavior of unsaturated soils. We conducted numerical simulations to assess the model performance. Comparisons between the experimental data and simulations indicate that the model can well reproduce the mechanical and hydraulic response of unsaturated soils.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Suction</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Degree of saturation</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Unsaturated soils</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Volume change</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Yang, Qing</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Xue, Zhijia</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Liu, Wenhua</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Hua, Yuan</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">80(2020), 1 vom: 30. Juli, Seite 679-689</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:80</subfield><subfield code="g">year:2020</subfield><subfield code="g">number:1</subfield><subfield code="g">day:30</subfield><subfield code="g">month:07</subfield><subfield code="g">pages:679-689</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s10064-020-01943-3</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_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">80</subfield><subfield code="j">2020</subfield><subfield code="e">1</subfield><subfield code="b">30</subfield><subfield code="c">07</subfield><subfield code="h">679-689</subfield></datafield></record></collection>
|
| author |
Li, Wugang |
| spellingShingle |
Li, Wugang ddc 550 misc Suction misc Degree of saturation misc Unsaturated soils misc Volume change Experimental study and constitutive modeling of volume change behavior in unsaturated soils |
| authorStr |
Li, Wugang |
| 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 aut aut |
| collection |
OLC |
| remote_str |
false |
| illustrated |
Not Illustrated |
| issn |
1435-9529 |
| topic_title |
550 600 VZ Experimental study and constitutive modeling of volume change behavior in unsaturated soils Suction Degree of saturation Unsaturated soils Volume change |
| topic |
ddc 550 misc Suction misc Degree of saturation misc Unsaturated soils misc Volume change |
| topic_unstemmed |
ddc 550 misc Suction misc Degree of saturation misc Unsaturated soils misc Volume change |
| topic_browse |
ddc 550 misc Suction misc Degree of saturation misc Unsaturated soils misc Volume change |
| 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 |
Experimental study and constitutive modeling of volume change behavior in unsaturated soils |
| ctrlnum |
(DE-627)OLC2122365110 (DE-He213)s10064-020-01943-3-p |
| title_full |
Experimental study and constitutive modeling of volume change behavior in unsaturated soils |
| author_sort |
Li, Wugang |
| 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 |
2020 |
| contenttype_str_mv |
txt |
| container_start_page |
679 |
| author_browse |
Li, Wugang Yang, Qing Xue, Zhijia Liu, Wenhua Hua, Yuan |
| container_volume |
80 |
| class |
550 600 VZ |
| format_se |
Aufsätze |
| author-letter |
Li, Wugang |
| doi_str_mv |
10.1007/s10064-020-01943-3 |
| dewey-full |
550 600 |
| title_sort |
experimental study and constitutive modeling of volume change behavior in unsaturated soils |
| title_auth |
Experimental study and constitutive modeling of volume change behavior in unsaturated soils |
| abstract |
Abstract Unsaturated soils often show complex coupled hydro-mechanical behavior. We present a simple way to explore the 1D compression mechanical behavior of unsaturated soils under a constant degree of saturation by controlling the sample void ratio and suction. The experimental results presented here verify that the proposed method can control the degree of saturation during compression. The experimental data show that the hardening factor exhibits a linear relationship with the logarithmic degree of saturation. We apply a volume change equation using the hardening factor and effective stress as basic variables to simulate the hydro-mechanical behavior of unsaturated soils. We conducted numerical simulations to assess the model performance. Comparisons between the experimental data and simulations indicate that the model can well reproduce the mechanical and hydraulic response of unsaturated soils. © Springer-Verlag GmbH Germany, part of Springer Nature 2020 |
| abstractGer |
Abstract Unsaturated soils often show complex coupled hydro-mechanical behavior. We present a simple way to explore the 1D compression mechanical behavior of unsaturated soils under a constant degree of saturation by controlling the sample void ratio and suction. The experimental results presented here verify that the proposed method can control the degree of saturation during compression. The experimental data show that the hardening factor exhibits a linear relationship with the logarithmic degree of saturation. We apply a volume change equation using the hardening factor and effective stress as basic variables to simulate the hydro-mechanical behavior of unsaturated soils. We conducted numerical simulations to assess the model performance. Comparisons between the experimental data and simulations indicate that the model can well reproduce the mechanical and hydraulic response of unsaturated soils. © Springer-Verlag GmbH Germany, part of Springer Nature 2020 |
| abstract_unstemmed |
Abstract Unsaturated soils often show complex coupled hydro-mechanical behavior. We present a simple way to explore the 1D compression mechanical behavior of unsaturated soils under a constant degree of saturation by controlling the sample void ratio and suction. The experimental results presented here verify that the proposed method can control the degree of saturation during compression. The experimental data show that the hardening factor exhibits a linear relationship with the logarithmic degree of saturation. We apply a volume change equation using the hardening factor and effective stress as basic variables to simulate the hydro-mechanical behavior of unsaturated soils. We conducted numerical simulations to assess the model performance. Comparisons between the experimental data and simulations indicate that the model can well reproduce the mechanical and hydraulic response of unsaturated soils. © Springer-Verlag GmbH Germany, part of Springer Nature 2020 |
| collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_267 GBV_ILN_2018 GBV_ILN_4277 |
| container_issue |
1 |
| title_short |
Experimental study and constitutive modeling of volume change behavior in unsaturated soils |
| url |
https://doi.org/10.1007/s10064-020-01943-3 |
| remote_bool |
false |
| author2 |
Yang, Qing Xue, Zhijia Liu, Wenhua Hua, Yuan |
| author2Str |
Yang, Qing Xue, Zhijia Liu, Wenhua Hua, Yuan |
| ppnlink |
24891880X |
| mediatype_str_mv |
n |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1007/s10064-020-01943-3 |
| up_date |
2024-07-04T09:55:22.748Z |
| _version_ |
1803641865126281216 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000naa a22002652 4500</leader><controlfield tag="001">OLC2122365110</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230505062641.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">230505s2020 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s10064-020-01943-3</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2122365110</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s10064-020-01943-3-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">Li, Wugang</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Experimental study and constitutive modeling of volume change behavior in unsaturated soils</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2020</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 GmbH Germany, part of Springer Nature 2020</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract Unsaturated soils often show complex coupled hydro-mechanical behavior. We present a simple way to explore the 1D compression mechanical behavior of unsaturated soils under a constant degree of saturation by controlling the sample void ratio and suction. The experimental results presented here verify that the proposed method can control the degree of saturation during compression. The experimental data show that the hardening factor exhibits a linear relationship with the logarithmic degree of saturation. We apply a volume change equation using the hardening factor and effective stress as basic variables to simulate the hydro-mechanical behavior of unsaturated soils. We conducted numerical simulations to assess the model performance. Comparisons between the experimental data and simulations indicate that the model can well reproduce the mechanical and hydraulic response of unsaturated soils.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Suction</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Degree of saturation</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Unsaturated soils</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Volume change</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Yang, Qing</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Xue, Zhijia</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Liu, Wenhua</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Hua, Yuan</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">80(2020), 1 vom: 30. Juli, Seite 679-689</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:80</subfield><subfield code="g">year:2020</subfield><subfield code="g">number:1</subfield><subfield code="g">day:30</subfield><subfield code="g">month:07</subfield><subfield code="g">pages:679-689</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s10064-020-01943-3</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_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">80</subfield><subfield code="j">2020</subfield><subfield code="e">1</subfield><subfield code="b">30</subfield><subfield code="c">07</subfield><subfield code="h">679-689</subfield></datafield></record></collection>
|
| score |
7.4014616 |