Loading…
Numerical Analysis to Assess the Bearing Capacity of Footings Embedded in Cohesive Soil Slope
This paper presents a numerical analysis of the centric loading of a strip footing on a cohesive slope. This paper investigates the influence of slope geometry ( β ), soil strength ( C u ), normalized footing distances ( λ ), and an embedded depth ratio on bearing capacity ( D ƒ / B ). These factors...
Saved in:
| Published in: | Transportation infrastructure geotechnology 2024-02, Vol.11 (1), p.263-282 |
|---|---|
| Main Authors: | , , , , |
| Format: | Article |
| Language: | English |
| Subjects: | |
| Citations: | Items that this one cites Items that cite this one |
| Online Access: | Get full text |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| cited_by | cdi_FETCH-LOGICAL-c319t-62f1214995f28c409f5d1a8644ed6cb30d072ec223e45a88c15433c6ba657ef53 |
|---|---|
| cites | cdi_FETCH-LOGICAL-c319t-62f1214995f28c409f5d1a8644ed6cb30d072ec223e45a88c15433c6ba657ef53 |
| container_end_page | 282 |
| container_issue | 1 |
| container_start_page | 263 |
| container_title | Transportation infrastructure geotechnology |
| container_volume | 11 |
| creator | Baazouzi, Messaoud Khaoula, Boudiaf Mohamed, Tabet Ouassim, Rahmouni Zatar, Nassima |
| description | This paper presents a numerical analysis of the centric loading of a strip footing on a cohesive slope. This paper investigates the influence of slope geometry (
β
), soil strength (
C
u
), normalized footing distances (
λ
), and an embedded depth ratio on bearing capacity (
D
ƒ
/
B
). These factors are compared with the previous literature. It is evident from the results that slope geometry (
β
), soil strength (
C
u
), normalized footing distances (
λ
), and embedded depth ratio (
D
ƒ
/
B
) have significant effects on undrained bearing capacity. The slope creates an unfavorable effect on bearing capacity by reducing the resistance in the passive wedge. Compared to shallow foundations, deeply installed foundations have a much higher ultimate bearing capacity. |
| doi_str_mv | 10.1007/s40515-023-00280-8 |
| format | article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2921358909</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2921358909</sourcerecordid><originalsourceid>FETCH-LOGICAL-c319t-62f1214995f28c409f5d1a8644ed6cb30d072ec223e45a88c15433c6ba657ef53</originalsourceid><addsrcrecordid>eNp9kEFLAzEQhYMoWLR_wFPA8-ok2exmj7W0KhQ9VI8S0uysTdk2a7IV-u9NXdGbp3kM7z1mPkKuGNwwgPI25iCZzICLDIAryNQJGXFWFVnJGZz-auDnZBzjBpKL5cCkGpG3p_0Wg7OmpZOdaQ_RRdp7OokRY1JrpHdogtu906npjHX9gfqGzr3v0y7S2XaFdY01dTs69WuM7hPp0ruWLlvf4SU5a0wbcfwzL8jrfPYyfcgWz_eP08kis4JVfVbwhqWLqko2XNkcqkbWzKgiz7Eu7EpADSVHy7nAXBqlLJO5ELZYmUKW2EhxQa6H3i74jz3GXm_8PqR_ouYVZ0KqCqrk4oPLBh9jwEZ3wW1NOGgG-khSDyR1Iqm_SWqVQmIIxe6IAcNf9T-pL2UvdL0</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2921358909</pqid></control><display><type>article</type><title>Numerical Analysis to Assess the Bearing Capacity of Footings Embedded in Cohesive Soil Slope</title><source>Springer Link</source><creator>Baazouzi, Messaoud ; Khaoula, Boudiaf ; Mohamed, Tabet ; Ouassim, Rahmouni ; Zatar, Nassima</creator><creatorcontrib>Baazouzi, Messaoud ; Khaoula, Boudiaf ; Mohamed, Tabet ; Ouassim, Rahmouni ; Zatar, Nassima</creatorcontrib><description>This paper presents a numerical analysis of the centric loading of a strip footing on a cohesive slope. This paper investigates the influence of slope geometry (
β
), soil strength (
C
u
), normalized footing distances (
λ
), and an embedded depth ratio on bearing capacity (
D
ƒ
/
B
). These factors are compared with the previous literature. It is evident from the results that slope geometry (
β
), soil strength (
C
u
), normalized footing distances (
λ
), and embedded depth ratio (
D
ƒ
/
B
) have significant effects on undrained bearing capacity. The slope creates an unfavorable effect on bearing capacity by reducing the resistance in the passive wedge. Compared to shallow foundations, deeply installed foundations have a much higher ultimate bearing capacity.</description><identifier>ISSN: 2196-7202</identifier><identifier>EISSN: 2196-7210</identifier><identifier>DOI: 10.1007/s40515-023-00280-8</identifier><language>eng</language><publisher>New York: Springer US</publisher><subject>Bearing capacity ; Building Materials ; Civil engineering ; Cohesive soils ; Engineering ; Failure ; Finite element analysis ; Footings ; Foundations ; Geoengineering ; Geotechnical Engineering & Applied Earth Sciences ; Geotechnology ; Hydraulics ; Infrastructure ; Load ; Numerical analysis ; Shallow foundations ; Slope ; Soil ; Soil strength ; Technical Paper</subject><ispartof>Transportation infrastructure geotechnology, 2024-02, Vol.11 (1), p.263-282</ispartof><rights>The Author(s), under exclusive licence to Springer Science+Business Media, LLC, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-62f1214995f28c409f5d1a8644ed6cb30d072ec223e45a88c15433c6ba657ef53</citedby><cites>FETCH-LOGICAL-c319t-62f1214995f28c409f5d1a8644ed6cb30d072ec223e45a88c15433c6ba657ef53</cites><orcidid>0000-0001-8015-1922</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Baazouzi, Messaoud</creatorcontrib><creatorcontrib>Khaoula, Boudiaf</creatorcontrib><creatorcontrib>Mohamed, Tabet</creatorcontrib><creatorcontrib>Ouassim, Rahmouni</creatorcontrib><creatorcontrib>Zatar, Nassima</creatorcontrib><title>Numerical Analysis to Assess the Bearing Capacity of Footings Embedded in Cohesive Soil Slope</title><title>Transportation infrastructure geotechnology</title><addtitle>Transp. Infrastruct. Geotech</addtitle><description>This paper presents a numerical analysis of the centric loading of a strip footing on a cohesive slope. This paper investigates the influence of slope geometry (
β
), soil strength (
C
u
), normalized footing distances (
λ
), and an embedded depth ratio on bearing capacity (
D
ƒ
/
B
). These factors are compared with the previous literature. It is evident from the results that slope geometry (
β
), soil strength (
C
u
), normalized footing distances (
λ
), and embedded depth ratio (
D
ƒ
/
B
) have significant effects on undrained bearing capacity. The slope creates an unfavorable effect on bearing capacity by reducing the resistance in the passive wedge. Compared to shallow foundations, deeply installed foundations have a much higher ultimate bearing capacity.</description><subject>Bearing capacity</subject><subject>Building Materials</subject><subject>Civil engineering</subject><subject>Cohesive soils</subject><subject>Engineering</subject><subject>Failure</subject><subject>Finite element analysis</subject><subject>Footings</subject><subject>Foundations</subject><subject>Geoengineering</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Geotechnology</subject><subject>Hydraulics</subject><subject>Infrastructure</subject><subject>Load</subject><subject>Numerical analysis</subject><subject>Shallow foundations</subject><subject>Slope</subject><subject>Soil</subject><subject>Soil strength</subject><subject>Technical Paper</subject><issn>2196-7202</issn><issn>2196-7210</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNp9kEFLAzEQhYMoWLR_wFPA8-ok2exmj7W0KhQ9VI8S0uysTdk2a7IV-u9NXdGbp3kM7z1mPkKuGNwwgPI25iCZzICLDIAryNQJGXFWFVnJGZz-auDnZBzjBpKL5cCkGpG3p_0Wg7OmpZOdaQ_RRdp7OokRY1JrpHdogtu906npjHX9gfqGzr3v0y7S2XaFdY01dTs69WuM7hPp0ruWLlvf4SU5a0wbcfwzL8jrfPYyfcgWz_eP08kis4JVfVbwhqWLqko2XNkcqkbWzKgiz7Eu7EpADSVHy7nAXBqlLJO5ELZYmUKW2EhxQa6H3i74jz3GXm_8PqR_ouYVZ0KqCqrk4oPLBh9jwEZ3wW1NOGgG-khSDyR1Iqm_SWqVQmIIxe6IAcNf9T-pL2UvdL0</recordid><startdate>20240201</startdate><enddate>20240201</enddate><creator>Baazouzi, Messaoud</creator><creator>Khaoula, Boudiaf</creator><creator>Mohamed, Tabet</creator><creator>Ouassim, Rahmouni</creator><creator>Zatar, Nassima</creator><general>Springer US</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope><orcidid>https://orcid.org/0000-0001-8015-1922</orcidid></search><sort><creationdate>20240201</creationdate><title>Numerical Analysis to Assess the Bearing Capacity of Footings Embedded in Cohesive Soil Slope</title><author>Baazouzi, Messaoud ; Khaoula, Boudiaf ; Mohamed, Tabet ; Ouassim, Rahmouni ; Zatar, Nassima</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-62f1214995f28c409f5d1a8644ed6cb30d072ec223e45a88c15433c6ba657ef53</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Bearing capacity</topic><topic>Building Materials</topic><topic>Civil engineering</topic><topic>Cohesive soils</topic><topic>Engineering</topic><topic>Failure</topic><topic>Finite element analysis</topic><topic>Footings</topic><topic>Foundations</topic><topic>Geoengineering</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Geotechnology</topic><topic>Hydraulics</topic><topic>Infrastructure</topic><topic>Load</topic><topic>Numerical analysis</topic><topic>Shallow foundations</topic><topic>Slope</topic><topic>Soil</topic><topic>Soil strength</topic><topic>Technical Paper</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Baazouzi, Messaoud</creatorcontrib><creatorcontrib>Khaoula, Boudiaf</creatorcontrib><creatorcontrib>Mohamed, Tabet</creatorcontrib><creatorcontrib>Ouassim, Rahmouni</creatorcontrib><creatorcontrib>Zatar, Nassima</creatorcontrib><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Transportation infrastructure geotechnology</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Baazouzi, Messaoud</au><au>Khaoula, Boudiaf</au><au>Mohamed, Tabet</au><au>Ouassim, Rahmouni</au><au>Zatar, Nassima</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Numerical Analysis to Assess the Bearing Capacity of Footings Embedded in Cohesive Soil Slope</atitle><jtitle>Transportation infrastructure geotechnology</jtitle><stitle>Transp. Infrastruct. Geotech</stitle><date>2024-02-01</date><risdate>2024</risdate><volume>11</volume><issue>1</issue><spage>263</spage><epage>282</epage><pages>263-282</pages><issn>2196-7202</issn><eissn>2196-7210</eissn><abstract>This paper presents a numerical analysis of the centric loading of a strip footing on a cohesive slope. This paper investigates the influence of slope geometry (
β
), soil strength (
C
u
), normalized footing distances (
λ
), and an embedded depth ratio on bearing capacity (
D
ƒ
/
B
). These factors are compared with the previous literature. It is evident from the results that slope geometry (
β
), soil strength (
C
u
), normalized footing distances (
λ
), and embedded depth ratio (
D
ƒ
/
B
) have significant effects on undrained bearing capacity. The slope creates an unfavorable effect on bearing capacity by reducing the resistance in the passive wedge. Compared to shallow foundations, deeply installed foundations have a much higher ultimate bearing capacity.</abstract><cop>New York</cop><pub>Springer US</pub><doi>10.1007/s40515-023-00280-8</doi><tpages>20</tpages><orcidid>https://orcid.org/0000-0001-8015-1922</orcidid></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 2196-7202 |
| ispartof | Transportation infrastructure geotechnology, 2024-02, Vol.11 (1), p.263-282 |
| issn | 2196-7202 2196-7210 |
| language | eng |
| recordid | cdi_proquest_journals_2921358909 |
| source | Springer Link |
| subjects | Bearing capacity Building Materials Civil engineering Cohesive soils Engineering Failure Finite element analysis Footings Foundations Geoengineering Geotechnical Engineering & Applied Earth Sciences Geotechnology Hydraulics Infrastructure Load Numerical analysis Shallow foundations Slope Soil Soil strength Technical Paper |
| title | Numerical Analysis to Assess the Bearing Capacity of Footings Embedded in Cohesive Soil Slope |
| url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-29T06%3A33%3A45IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Numerical%20Analysis%20to%20Assess%20the%20Bearing%20Capacity%20of%20Footings%20Embedded%20in%20Cohesive%20Soil%20Slope&rft.jtitle=Transportation%20infrastructure%20geotechnology&rft.au=Baazouzi,%20Messaoud&rft.date=2024-02-01&rft.volume=11&rft.issue=1&rft.spage=263&rft.epage=282&rft.pages=263-282&rft.issn=2196-7202&rft.eissn=2196-7210&rft_id=info:doi/10.1007/s40515-023-00280-8&rft_dat=%3Cproquest_cross%3E2921358909%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c319t-62f1214995f28c409f5d1a8644ed6cb30d072ec223e45a88c15433c6ba657ef53%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2921358909&rft_id=info:pmid/&rfr_iscdi=true |