Behaviour of pile foundations under special loading conditions: 1994 R.M. Hardy keynote address
Previous analyses of the ultimate resistance and displacements of rigid piles under lateral loads and moments have been extended to the general case of eccentric and inclined loads on flexible piles by using the concept of effective embedment depths of equivalent rigid piles. Recent research on the...
Gespeichert in:
| Veröffentlicht in: | Canadian geotechnical journal 1995-04, Vol.32 (2), p.204-222 |
|---|---|
| 1. Verfasser: | |
| Format: | Artikel |
| Sprache: | eng |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 222 |
|---|---|
| container_issue | 2 |
| container_start_page | 204 |
| container_title | Canadian geotechnical journal |
| container_volume | 32 |
| creator | Meyerhof, G. G |
| description | Previous analyses of the ultimate resistance and displacements of rigid piles under lateral loads and moments have been extended to the general case of eccentric and inclined loads on flexible piles by using the concept of effective embedment depths of equivalent rigid piles. Recent research on the behaviour of large model tests on instrumented rigid and flexible piles under eccentric and inclined loads in sand, clay, and layered soil is summarized. Reasonable agreement is found between observed and predicted behaviour. The proposed method of analysis is also supported by comparison with the results of many field case records of single piles and large pile groups under lateral loads indifferent types of soils. Key words : bearing capacity, displacement, eccentric loads, inclined loads, layered soil, pile. |
| doi_str_mv | 10.1139/t95-024 |
| format | Article |
| fullrecord | <record><control><sourceid>crossref_nrcre</sourceid><recordid>TN_cdi_crossref_primary_10_1139_t95_024</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>10_1139_t95_024</sourcerecordid><originalsourceid>FETCH-LOGICAL-a312t-6f2576984f5cdd489d29dca74d7ac40062a75ed72f4c570ec1591047ce5c45593</originalsourceid><addsrcrecordid>eNp90M1KxDAUBeAgCtZRfIWsFISON2nSNO50UEcYEUTXIeTHidamJB2hb291ZqurexYfh8tB6JTAnJBKXg6Sl0DZHioIhaasgcA-KgCmXNWCHaKjnN8BCGOUFkjduLX-CnGTcPS4D63DPm46q4cQu4yn5BLOvTNBt7iN2obuDZvY2fALrjCRkuHn-eMcL3WyI_5wYxcHh7W1yeV8jA68brM72d0Zer27fVksy9XT_cPielXqitChrD3lopYN89xYyxppqbRGC2aFNgygplpwZwX1zHABzhAuCTBhHDeMc1nN0Pm216SYc3Je9Sl86jQqAupnFzXtoqZdJnmxlV0y04dOJ7P-B5_9jXdI9dZX39pKcHM</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Behaviour of pile foundations under special loading conditions: 1994 R.M. Hardy keynote address</title><source>Alma/SFX Local Collection</source><creator>Meyerhof, G. G</creator><creatorcontrib>Meyerhof, G. G</creatorcontrib><description>Previous analyses of the ultimate resistance and displacements of rigid piles under lateral loads and moments have been extended to the general case of eccentric and inclined loads on flexible piles by using the concept of effective embedment depths of equivalent rigid piles. Recent research on the behaviour of large model tests on instrumented rigid and flexible piles under eccentric and inclined loads in sand, clay, and layered soil is summarized. Reasonable agreement is found between observed and predicted behaviour. The proposed method of analysis is also supported by comparison with the results of many field case records of single piles and large pile groups under lateral loads indifferent types of soils. Key words : bearing capacity, displacement, eccentric loads, inclined loads, layered soil, pile.</description><identifier>ISSN: 0008-3674</identifier><identifier>EISSN: 1208-6010</identifier><identifier>DOI: 10.1139/t95-024</identifier><language>eng</language><publisher>Ottawa, Canada: NRC Research Press</publisher><ispartof>Canadian geotechnical journal, 1995-04, Vol.32 (2), p.204-222</ispartof><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a312t-6f2576984f5cdd489d29dca74d7ac40062a75ed72f4c570ec1591047ce5c45593</citedby><cites>FETCH-LOGICAL-a312t-6f2576984f5cdd489d29dca74d7ac40062a75ed72f4c570ec1591047ce5c45593</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,777,781,27905,27906</link.rule.ids></links><search><creatorcontrib>Meyerhof, G. G</creatorcontrib><title>Behaviour of pile foundations under special loading conditions: 1994 R.M. Hardy keynote address</title><title>Canadian geotechnical journal</title><addtitle>Revue canadienne de géotechnique</addtitle><description>Previous analyses of the ultimate resistance and displacements of rigid piles under lateral loads and moments have been extended to the general case of eccentric and inclined loads on flexible piles by using the concept of effective embedment depths of equivalent rigid piles. Recent research on the behaviour of large model tests on instrumented rigid and flexible piles under eccentric and inclined loads in sand, clay, and layered soil is summarized. Reasonable agreement is found between observed and predicted behaviour. The proposed method of analysis is also supported by comparison with the results of many field case records of single piles and large pile groups under lateral loads indifferent types of soils. Key words : bearing capacity, displacement, eccentric loads, inclined loads, layered soil, pile.</description><issn>0008-3674</issn><issn>1208-6010</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1995</creationdate><recordtype>article</recordtype><recordid>eNp90M1KxDAUBeAgCtZRfIWsFISON2nSNO50UEcYEUTXIeTHidamJB2hb291ZqurexYfh8tB6JTAnJBKXg6Sl0DZHioIhaasgcA-KgCmXNWCHaKjnN8BCGOUFkjduLX-CnGTcPS4D63DPm46q4cQu4yn5BLOvTNBt7iN2obuDZvY2fALrjCRkuHn-eMcL3WyI_5wYxcHh7W1yeV8jA68brM72d0Zer27fVksy9XT_cPielXqitChrD3lopYN89xYyxppqbRGC2aFNgygplpwZwX1zHABzhAuCTBhHDeMc1nN0Pm216SYc3Je9Sl86jQqAupnFzXtoqZdJnmxlV0y04dOJ7P-B5_9jXdI9dZX39pKcHM</recordid><startdate>19950401</startdate><enddate>19950401</enddate><creator>Meyerhof, G. G</creator><general>NRC Research Press</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>19950401</creationdate><title>Behaviour of pile foundations under special loading conditions: 1994 R.M. Hardy keynote address</title><author>Meyerhof, G. G</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a312t-6f2576984f5cdd489d29dca74d7ac40062a75ed72f4c570ec1591047ce5c45593</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1995</creationdate><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Meyerhof, G. G</creatorcontrib><collection>CrossRef</collection><jtitle>Canadian geotechnical journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Meyerhof, G. G</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Behaviour of pile foundations under special loading conditions: 1994 R.M. Hardy keynote address</atitle><jtitle>Canadian geotechnical journal</jtitle><addtitle>Revue canadienne de géotechnique</addtitle><date>1995-04-01</date><risdate>1995</risdate><volume>32</volume><issue>2</issue><spage>204</spage><epage>222</epage><pages>204-222</pages><issn>0008-3674</issn><eissn>1208-6010</eissn><abstract>Previous analyses of the ultimate resistance and displacements of rigid piles under lateral loads and moments have been extended to the general case of eccentric and inclined loads on flexible piles by using the concept of effective embedment depths of equivalent rigid piles. Recent research on the behaviour of large model tests on instrumented rigid and flexible piles under eccentric and inclined loads in sand, clay, and layered soil is summarized. Reasonable agreement is found between observed and predicted behaviour. The proposed method of analysis is also supported by comparison with the results of many field case records of single piles and large pile groups under lateral loads indifferent types of soils. Key words : bearing capacity, displacement, eccentric loads, inclined loads, layered soil, pile.</abstract><cop>Ottawa, Canada</cop><pub>NRC Research Press</pub><doi>10.1139/t95-024</doi><tpages>19</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0008-3674 |
| ispartof | Canadian geotechnical journal, 1995-04, Vol.32 (2), p.204-222 |
| issn | 0008-3674 1208-6010 |
| language | eng |
| recordid | cdi_crossref_primary_10_1139_t95_024 |
| source | Alma/SFX Local Collection |
| title | Behaviour of pile foundations under special loading conditions: 1994 R.M. Hardy keynote address |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-19T05%3A59%3A49IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-crossref_nrcre&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Behaviour%20of%20pile%20foundations%20under%20special%20loading%20conditions:%201994%20R.M.%20Hardy%20keynote%20address&rft.jtitle=Canadian%20geotechnical%20journal&rft.au=Meyerhof,%20G.%20G&rft.date=1995-04-01&rft.volume=32&rft.issue=2&rft.spage=204&rft.epage=222&rft.pages=204-222&rft.issn=0008-3674&rft.eissn=1208-6010&rft_id=info:doi/10.1139/t95-024&rft_dat=%3Ccrossref_nrcre%3E10_1139_t95_024%3C/crossref_nrcre%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true |