Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils
The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on temperature (in the range from −1°C to −8°C) and ice...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Aksenov, V. I. [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2021 |
|---|
| Anmerkung: |
© Springer Science+Business Media, LLC, part of Springer Nature 2021 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Soil mechanics and foundation engineering - Springer US, 1965, 58(2021), 4 vom: Sept., Seite 326-331 |
|---|---|
| Übergeordnetes Werk: |
volume:58 ; year:2021 ; number:4 ; month:09 ; pages:326-331 |
| Links: |
|---|
| DOI / URN: |
10.1007/s11204-021-09745-9 |
|---|
| Katalog-ID: |
OLC2077230584 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | OLC2077230584 | ||
| 003 | DE-627 | ||
| 005 | 20230505141946.0 | ||
| 007 | tu | ||
| 008 | 221220s2021 xx ||||| 00| ||eng c | ||
| 024 | 7 | |a 10.1007/s11204-021-09745-9 |2 doi | |
| 035 | |a (DE-627)OLC2077230584 | ||
| 035 | |a (DE-He213)s11204-021-09745-9-p | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 690 |q VZ |
| 100 | 1 | |a Aksenov, V. I. |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils |
| 264 | 1 | |c 2021 | |
| 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 Science+Business Media, LLC, part of Springer Nature 2021 | ||
| 520 | |a The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on temperature (in the range from −1°C to −8°C) and ice content (from 0.2 to 0.9). The influence of the mineral layer on the strength of highly ice soils has been studied. The viscosity coefficients were determined depending on the ice content and temperature. | ||
| 700 | 1 | |a Gevorkyan, S. G. |4 aut | |
| 700 | 1 | |a Iospa, A. V. |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Soil mechanics and foundation engineering |d Springer US, 1965 |g 58(2021), 4 vom: Sept., Seite 326-331 |w (DE-627)129599042 |w (DE-600)241111-8 |w (DE-576)015092402 |x 0038-0741 |7 nnns |
| 773 | 1 | 8 | |g volume:58 |g year:2021 |g number:4 |g month:09 |g pages:326-331 |
| 856 | 4 | 1 | |u https://doi.org/10.1007/s11204-021-09745-9 |z lizenzpflichtig |3 Volltext |
| 912 | |a GBV_USEFLAG_A | ||
| 912 | |a SYSFLAG_A | ||
| 912 | |a GBV_OLC | ||
| 912 | |a SSG-OLC-UMW | ||
| 912 | |a SSG-OLC-ARC | ||
| 912 | |a SSG-OLC-TEC | ||
| 912 | |a SSG-OLC-GEO | ||
| 951 | |a AR | ||
| 952 | |d 58 |j 2021 |e 4 |c 09 |h 326-331 | ||
| author_variant |
v i a vi via s g g sg sgg a v i av avi |
|---|---|
| matchkey_str |
article:00380741:2021----::xeietltdeosrntadeomtoprmtroi |
| hierarchy_sort_str |
2021 |
| publishDate |
2021 |
| allfields |
10.1007/s11204-021-09745-9 doi (DE-627)OLC2077230584 (DE-He213)s11204-021-09745-9-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2021 The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on temperature (in the range from −1°C to −8°C) and ice content (from 0.2 to 0.9). The influence of the mineral layer on the strength of highly ice soils has been studied. The viscosity coefficients were determined depending on the ice content and temperature. Gevorkyan, S. G. aut Iospa, A. V. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 58(2021), 4 vom: Sept., Seite 326-331 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:58 year:2021 number:4 month:09 pages:326-331 https://doi.org/10.1007/s11204-021-09745-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO AR 58 2021 4 09 326-331 |
| spelling |
10.1007/s11204-021-09745-9 doi (DE-627)OLC2077230584 (DE-He213)s11204-021-09745-9-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2021 The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on temperature (in the range from −1°C to −8°C) and ice content (from 0.2 to 0.9). The influence of the mineral layer on the strength of highly ice soils has been studied. The viscosity coefficients were determined depending on the ice content and temperature. Gevorkyan, S. G. aut Iospa, A. V. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 58(2021), 4 vom: Sept., Seite 326-331 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:58 year:2021 number:4 month:09 pages:326-331 https://doi.org/10.1007/s11204-021-09745-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO AR 58 2021 4 09 326-331 |
| allfields_unstemmed |
10.1007/s11204-021-09745-9 doi (DE-627)OLC2077230584 (DE-He213)s11204-021-09745-9-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2021 The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on temperature (in the range from −1°C to −8°C) and ice content (from 0.2 to 0.9). The influence of the mineral layer on the strength of highly ice soils has been studied. The viscosity coefficients were determined depending on the ice content and temperature. Gevorkyan, S. G. aut Iospa, A. V. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 58(2021), 4 vom: Sept., Seite 326-331 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:58 year:2021 number:4 month:09 pages:326-331 https://doi.org/10.1007/s11204-021-09745-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO AR 58 2021 4 09 326-331 |
| allfieldsGer |
10.1007/s11204-021-09745-9 doi (DE-627)OLC2077230584 (DE-He213)s11204-021-09745-9-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2021 The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on temperature (in the range from −1°C to −8°C) and ice content (from 0.2 to 0.9). The influence of the mineral layer on the strength of highly ice soils has been studied. The viscosity coefficients were determined depending on the ice content and temperature. Gevorkyan, S. G. aut Iospa, A. V. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 58(2021), 4 vom: Sept., Seite 326-331 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:58 year:2021 number:4 month:09 pages:326-331 https://doi.org/10.1007/s11204-021-09745-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO AR 58 2021 4 09 326-331 |
| allfieldsSound |
10.1007/s11204-021-09745-9 doi (DE-627)OLC2077230584 (DE-He213)s11204-021-09745-9-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2021 The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on temperature (in the range from −1°C to −8°C) and ice content (from 0.2 to 0.9). The influence of the mineral layer on the strength of highly ice soils has been studied. The viscosity coefficients were determined depending on the ice content and temperature. Gevorkyan, S. G. aut Iospa, A. V. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 58(2021), 4 vom: Sept., Seite 326-331 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:58 year:2021 number:4 month:09 pages:326-331 https://doi.org/10.1007/s11204-021-09745-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO AR 58 2021 4 09 326-331 |
| language |
English |
| source |
Enthalten in Soil mechanics and foundation engineering 58(2021), 4 vom: Sept., Seite 326-331 volume:58 year:2021 number:4 month:09 pages:326-331 |
| sourceStr |
Enthalten in Soil mechanics and foundation engineering 58(2021), 4 vom: Sept., Seite 326-331 volume:58 year:2021 number:4 month:09 pages:326-331 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| dewey-raw |
690 |
| isfreeaccess_bool |
false |
| container_title |
Soil mechanics and foundation engineering |
| authorswithroles_txt_mv |
Aksenov, V. I. @@aut@@ Gevorkyan, S. G. @@aut@@ Iospa, A. V. @@aut@@ |
| publishDateDaySort_date |
2021-09-01T00:00:00Z |
| hierarchy_top_id |
129599042 |
| dewey-sort |
3690 |
| id |
OLC2077230584 |
| 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">OLC2077230584</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230505141946.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">221220s2021 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11204-021-09745-9</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2077230584</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s11204-021-09745-9-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">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Aksenov, V. I.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2021</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 Science+Business Media, LLC, part of Springer Nature 2021</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on temperature (in the range from −1°C to −8°C) and ice content (from 0.2 to 0.9). The influence of the mineral layer on the strength of highly ice soils has been studied. The viscosity coefficients were determined depending on the ice content and temperature.</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Gevorkyan, S. G.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Iospa, A. V.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Soil mechanics and foundation engineering</subfield><subfield code="d">Springer US, 1965</subfield><subfield code="g">58(2021), 4 vom: Sept., Seite 326-331</subfield><subfield code="w">(DE-627)129599042</subfield><subfield code="w">(DE-600)241111-8</subfield><subfield code="w">(DE-576)015092402</subfield><subfield code="x">0038-0741</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:58</subfield><subfield code="g">year:2021</subfield><subfield code="g">number:4</subfield><subfield code="g">month:09</subfield><subfield code="g">pages:326-331</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s11204-021-09745-9</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-UMW</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</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="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">58</subfield><subfield code="j">2021</subfield><subfield code="e">4</subfield><subfield code="c">09</subfield><subfield code="h">326-331</subfield></datafield></record></collection>
|
| author |
Aksenov, V. I. |
| spellingShingle |
Aksenov, V. I. ddc 690 Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils |
| authorStr |
Aksenov, V. I. |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)129599042 |
| format |
Article |
| dewey-ones |
690 - Buildings |
| delete_txt_mv |
keep |
| author_role |
aut aut aut |
| collection |
OLC |
| remote_str |
false |
| illustrated |
Not Illustrated |
| issn |
0038-0741 |
| topic_title |
690 VZ Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils |
| topic |
ddc 690 |
| topic_unstemmed |
ddc 690 |
| topic_browse |
ddc 690 |
| format_facet |
Aufsätze Gedruckte Aufsätze |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
nc |
| hierarchy_parent_title |
Soil mechanics and foundation engineering |
| hierarchy_parent_id |
129599042 |
| dewey-tens |
690 - Building & construction |
| hierarchy_top_title |
Soil mechanics and foundation engineering |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 |
| title |
Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils |
| ctrlnum |
(DE-627)OLC2077230584 (DE-He213)s11204-021-09745-9-p |
| title_full |
Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils |
| author_sort |
Aksenov, V. I. |
| journal |
Soil mechanics and foundation engineering |
| journalStr |
Soil mechanics and foundation engineering |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology |
| recordtype |
marc |
| publishDateSort |
2021 |
| contenttype_str_mv |
txt |
| container_start_page |
326 |
| author_browse |
Aksenov, V. I. Gevorkyan, S. G. Iospa, A. V. |
| container_volume |
58 |
| class |
690 VZ |
| format_se |
Aufsätze |
| author-letter |
Aksenov, V. I. |
| doi_str_mv |
10.1007/s11204-021-09745-9 |
| dewey-full |
690 |
| title_sort |
experimental studies of strength and deformation parameters of ice and highly ice-rich soils |
| title_auth |
Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils |
| abstract |
The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on temperature (in the range from −1°C to −8°C) and ice content (from 0.2 to 0.9). The influence of the mineral layer on the strength of highly ice soils has been studied. The viscosity coefficients were determined depending on the ice content and temperature. © Springer Science+Business Media, LLC, part of Springer Nature 2021 |
| abstractGer |
The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on temperature (in the range from −1°C to −8°C) and ice content (from 0.2 to 0.9). The influence of the mineral layer on the strength of highly ice soils has been studied. The viscosity coefficients were determined depending on the ice content and temperature. © Springer Science+Business Media, LLC, part of Springer Nature 2021 |
| abstract_unstemmed |
The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on temperature (in the range from −1°C to −8°C) and ice content (from 0.2 to 0.9). The influence of the mineral layer on the strength of highly ice soils has been studied. The viscosity coefficients were determined depending on the ice content and temperature. © Springer Science+Business Media, LLC, part of Springer Nature 2021 |
| collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO |
| container_issue |
4 |
| title_short |
Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils |
| url |
https://doi.org/10.1007/s11204-021-09745-9 |
| remote_bool |
false |
| author2 |
Gevorkyan, S. G. Iospa, A. V. |
| author2Str |
Gevorkyan, S. G. Iospa, A. V. |
| ppnlink |
129599042 |
| mediatype_str_mv |
n |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1007/s11204-021-09745-9 |
| up_date |
2024-07-03T14:28:15.056Z |
| _version_ |
1803568435747094528 |
| 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">OLC2077230584</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230505141946.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">221220s2021 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11204-021-09745-9</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2077230584</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s11204-021-09745-9-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">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Aksenov, V. I.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2021</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 Science+Business Media, LLC, part of Springer Nature 2021</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on temperature (in the range from −1°C to −8°C) and ice content (from 0.2 to 0.9). The influence of the mineral layer on the strength of highly ice soils has been studied. The viscosity coefficients were determined depending on the ice content and temperature.</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Gevorkyan, S. G.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Iospa, A. V.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Soil mechanics and foundation engineering</subfield><subfield code="d">Springer US, 1965</subfield><subfield code="g">58(2021), 4 vom: Sept., Seite 326-331</subfield><subfield code="w">(DE-627)129599042</subfield><subfield code="w">(DE-600)241111-8</subfield><subfield code="w">(DE-576)015092402</subfield><subfield code="x">0038-0741</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:58</subfield><subfield code="g">year:2021</subfield><subfield code="g">number:4</subfield><subfield code="g">month:09</subfield><subfield code="g">pages:326-331</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s11204-021-09745-9</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-UMW</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</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="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">58</subfield><subfield code="j">2021</subfield><subfield code="e">4</subfield><subfield code="c">09</subfield><subfield code="h">326-331</subfield></datafield></record></collection>
|
| score |
7.3998413 |