INFLUENCE OF PILE WIDTH AND PILE STIFFNESS ON LATERAL SUBGRADE REACTION
The coefficient of lateral subgrade reaction of a pile is generally given in proportion to −1/2 to −1 power of the pile width. However, since this relationship has been obtained from the experimental results of piles with relatively small diameters, its applicability to piles with large diameters is...
Gespeichert in:
| Veröffentlicht in: | Journal of Japan Association for Earthquake Engineering 2021, Vol.21(6), pp.6_1-6_12 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 6_12 |
|---|---|
| container_issue | 6 |
| container_start_page | 6_1 |
| container_title | Journal of Japan Association for Earthquake Engineering |
| container_volume | 21 |
| creator | MANO, Hideyuki ZHOU, Youhao YOSHINARI, Katsumi |
| description | The coefficient of lateral subgrade reaction of a pile is generally given in proportion to −1/2 to −1 power of the pile width. However, since this relationship has been obtained from the experimental results of piles with relatively small diameters, its applicability to piles with large diameters is unclear. The influences of pile width and pile stiffness on lateral subgrade reaction are investigated by centrifugal model experiments. When the pile diameter is considerably large, the lateral subgrade reaction converges to a constant value. The validity is confirmed in comparison with the results of the in-situ horizontal load tests. |
| doi_str_mv | 10.5610/jaee.21.6_1 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2615757700</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2615757700</sourcerecordid><originalsourceid>FETCH-LOGICAL-c2420-5f2b2fa2848c32fa34936fbd8bca98950439f9585e9f137dbbbc288133714ef83</originalsourceid><addsrcrecordid>eNpNkE9Lw0AQxRdRsNSe_AILHiV1_2ST3YsQ000bCIk0KR6XTbqrDbWtm_bgtzclUjqXecP85g08AB4xmrIAo5dWGzMleBoofANGmHPfC4gf3F7pezDpuhb1FSDChBiBeZon2UrmsYRFAt_TTMKPdFYtYJTPhrGs0iTJZVnCIodZVMlllMFy9TZfRjMJlzKKq7TIH8Cd1dvOTP77GKwSWcULLyvmaRxlXkN8gjxmSU2sJtznDe0F9QUNbL3mdaMFFwz5VFjBODPCYhqu67puCOeY0hD7xnI6Bk-D78Htf06mO6p2f3K7_qUiAWYhC0OEeup5oBq37zpnrDq4zbd2vwojdQ5LncNSBKs-rJ5-Hei2O-pPc2G1O26arblih4PLovnSTpkd_QO_nmur</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2615757700</pqid></control><display><type>article</type><title>INFLUENCE OF PILE WIDTH AND PILE STIFFNESS ON LATERAL SUBGRADE REACTION</title><source>Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals</source><creator>MANO, Hideyuki ; ZHOU, Youhao ; YOSHINARI, Katsumi</creator><creatorcontrib>MANO, Hideyuki ; ZHOU, Youhao ; YOSHINARI, Katsumi</creatorcontrib><description>The coefficient of lateral subgrade reaction of a pile is generally given in proportion to −1/2 to −1 power of the pile width. However, since this relationship has been obtained from the experimental results of piles with relatively small diameters, its applicability to piles with large diameters is unclear. The influences of pile width and pile stiffness on lateral subgrade reaction are investigated by centrifugal model experiments. When the pile diameter is considerably large, the lateral subgrade reaction converges to a constant value. The validity is confirmed in comparison with the results of the in-situ horizontal load tests.</description><identifier>ISSN: 1884-6246</identifier><identifier>EISSN: 1884-6246</identifier><identifier>DOI: 10.5610/jaee.21.6_1</identifier><language>eng</language><publisher>Tokyo: JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING</publisher><subject>Centrifugal model experiment ; Lateral subgrade reaction ; Load tests ; Pile ; Pile flexural stiffness ; Pile width ; Piles ; Stiffness ; Subgrade reaction ; Width</subject><ispartof>Journal of Japan Association for Earthquake Engineering, 2021, Vol.21(6), pp.6_1-6_12</ispartof><rights>2021 Japan Association for Earthquake Engineering</rights><rights>Copyright Japan Science and Technology Agency 2021</rights><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c2420-5f2b2fa2848c32fa34936fbd8bca98950439f9585e9f137dbbbc288133714ef83</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,4010,27900,27901,27902</link.rule.ids></links><search><creatorcontrib>MANO, Hideyuki</creatorcontrib><creatorcontrib>ZHOU, Youhao</creatorcontrib><creatorcontrib>YOSHINARI, Katsumi</creatorcontrib><title>INFLUENCE OF PILE WIDTH AND PILE STIFFNESS ON LATERAL SUBGRADE REACTION</title><title>Journal of Japan Association for Earthquake Engineering</title><addtitle>Journal of JAEE</addtitle><description>The coefficient of lateral subgrade reaction of a pile is generally given in proportion to −1/2 to −1 power of the pile width. However, since this relationship has been obtained from the experimental results of piles with relatively small diameters, its applicability to piles with large diameters is unclear. The influences of pile width and pile stiffness on lateral subgrade reaction are investigated by centrifugal model experiments. When the pile diameter is considerably large, the lateral subgrade reaction converges to a constant value. The validity is confirmed in comparison with the results of the in-situ horizontal load tests.</description><subject>Centrifugal model experiment</subject><subject>Lateral subgrade reaction</subject><subject>Load tests</subject><subject>Pile</subject><subject>Pile flexural stiffness</subject><subject>Pile width</subject><subject>Piles</subject><subject>Stiffness</subject><subject>Subgrade reaction</subject><subject>Width</subject><issn>1884-6246</issn><issn>1884-6246</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNpNkE9Lw0AQxRdRsNSe_AILHiV1_2ST3YsQ000bCIk0KR6XTbqrDbWtm_bgtzclUjqXecP85g08AB4xmrIAo5dWGzMleBoofANGmHPfC4gf3F7pezDpuhb1FSDChBiBeZon2UrmsYRFAt_TTMKPdFYtYJTPhrGs0iTJZVnCIodZVMlllMFy9TZfRjMJlzKKq7TIH8Cd1dvOTP77GKwSWcULLyvmaRxlXkN8gjxmSU2sJtznDe0F9QUNbL3mdaMFFwz5VFjBODPCYhqu67puCOeY0hD7xnI6Bk-D78Htf06mO6p2f3K7_qUiAWYhC0OEeup5oBq37zpnrDq4zbd2vwojdQ5LncNSBKs-rJ5-Hei2O-pPc2G1O26arblih4PLovnSTpkd_QO_nmur</recordid><startdate>2021</startdate><enddate>2021</enddate><creator>MANO, Hideyuki</creator><creator>ZHOU, Youhao</creator><creator>YOSHINARI, Katsumi</creator><general>JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING</general><general>Japan Science and Technology Agency</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TG</scope><scope>7TN</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope></search><sort><creationdate>2021</creationdate><title>INFLUENCE OF PILE WIDTH AND PILE STIFFNESS ON LATERAL SUBGRADE REACTION</title><author>MANO, Hideyuki ; ZHOU, Youhao ; YOSHINARI, Katsumi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2420-5f2b2fa2848c32fa34936fbd8bca98950439f9585e9f137dbbbc288133714ef83</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Centrifugal model experiment</topic><topic>Lateral subgrade reaction</topic><topic>Load tests</topic><topic>Pile</topic><topic>Pile flexural stiffness</topic><topic>Pile width</topic><topic>Piles</topic><topic>Stiffness</topic><topic>Subgrade reaction</topic><topic>Width</topic><toplevel>online_resources</toplevel><creatorcontrib>MANO, Hideyuki</creatorcontrib><creatorcontrib>ZHOU, Youhao</creatorcontrib><creatorcontrib>YOSHINARI, Katsumi</creatorcontrib><collection>CrossRef</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Oceanic Abstracts</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>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Journal of Japan Association for Earthquake Engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>MANO, Hideyuki</au><au>ZHOU, Youhao</au><au>YOSHINARI, Katsumi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>INFLUENCE OF PILE WIDTH AND PILE STIFFNESS ON LATERAL SUBGRADE REACTION</atitle><jtitle>Journal of Japan Association for Earthquake Engineering</jtitle><addtitle>Journal of JAEE</addtitle><date>2021</date><risdate>2021</risdate><volume>21</volume><issue>6</issue><spage>6_1</spage><epage>6_12</epage><pages>6_1-6_12</pages><issn>1884-6246</issn><eissn>1884-6246</eissn><abstract>The coefficient of lateral subgrade reaction of a pile is generally given in proportion to −1/2 to −1 power of the pile width. However, since this relationship has been obtained from the experimental results of piles with relatively small diameters, its applicability to piles with large diameters is unclear. The influences of pile width and pile stiffness on lateral subgrade reaction are investigated by centrifugal model experiments. When the pile diameter is considerably large, the lateral subgrade reaction converges to a constant value. The validity is confirmed in comparison with the results of the in-situ horizontal load tests.</abstract><cop>Tokyo</cop><pub>JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING</pub><doi>10.5610/jaee.21.6_1</doi></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1884-6246 |
| ispartof | Journal of Japan Association for Earthquake Engineering, 2021, Vol.21(6), pp.6_1-6_12 |
| issn | 1884-6246 1884-6246 |
| language | eng |
| recordid | cdi_proquest_journals_2615757700 |
| source | Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
| subjects | Centrifugal model experiment Lateral subgrade reaction Load tests Pile Pile flexural stiffness Pile width Piles Stiffness Subgrade reaction Width |
| title | INFLUENCE OF PILE WIDTH AND PILE STIFFNESS ON LATERAL SUBGRADE REACTION |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-03T15%3A55%3A11IST&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=INFLUENCE%20OF%20PILE%20WIDTH%20AND%20PILE%20STIFFNESS%20ON%20LATERAL%20SUBGRADE%20REACTION&rft.jtitle=Journal%20of%20Japan%20Association%20for%20Earthquake%20Engineering&rft.au=MANO,%20Hideyuki&rft.date=2021&rft.volume=21&rft.issue=6&rft.spage=6_1&rft.epage=6_12&rft.pages=6_1-6_12&rft.issn=1884-6246&rft.eissn=1884-6246&rft_id=info:doi/10.5610/jaee.21.6_1&rft_dat=%3Cproquest_cross%3E2615757700%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2615757700&rft_id=info:pmid/&rfr_iscdi=true |