Field behavior of pre-bored grouted planted nodular pile embedded in deep clayey soil
This paper presents the results of field tests performed to investigate the behavior of pre-bored grouted planted nodular (PGPN) pile embedded in deep clayey soil. The test piles were all instrumented to measure the shaft and tip resistance and to determine the load transfer along the pile shaft. Th...
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| Veröffentlicht in: | Acta geotechnica 2020-07, Vol.15 (7), p.1847-1857 |
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| creator | Zhou, Jia-jin Gong, Xiao-nan Zhang, Ri-hong Hesham El Naggar, M. Wang, Kui-hua |
| description | This paper presents the results of field tests performed to investigate the behavior of pre-bored grouted planted nodular (PGPN) pile embedded in deep clayey soil. The test piles were all instrumented to measure the shaft and tip resistance and to determine the load transfer along the pile shaft. The test results show that the displacement necessary to fully mobilize the shaft resistance of PGPN pile is in the range of 1.83–3.32%
D
(
D
is pile diameter), and that the ultimate skin frictions of grout–soil interface of different soil layers are larger than the conventional proposed ultimate skin frictions for non-displacement piles. Furthermore, the pile tip resistance accounts for about 16% of the total applied pile head load corresponding to a pile head displacement of 0.1
D
, and the pile tip resistance continues to increase after tip displacement reaches 5% of pile tip diameter. |
| doi_str_mv | 10.1007/s11440-019-00891-x |
| format | Article |
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D
(
D
is pile diameter), and that the ultimate skin frictions of grout–soil interface of different soil layers are larger than the conventional proposed ultimate skin frictions for non-displacement piles. Furthermore, the pile tip resistance accounts for about 16% of the total applied pile head load corresponding to a pile head displacement of 0.1
D
, and the pile tip resistance continues to increase after tip displacement reaches 5% of pile tip diameter.</description><identifier>ISSN: 1861-1125</identifier><identifier>EISSN: 1861-1133</identifier><identifier>DOI: 10.1007/s11440-019-00891-x</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Cement ; Civil engineering ; Clay ; Clay soils ; Complex Fluids and Microfluidics ; Concrete ; Diameters ; Displacement ; Engineering ; Field study ; Field tests ; Foundations ; Friction resistance ; Geoengineering ; Geotechnical Engineering & Applied Earth Sciences ; Grout ; Hydraulics ; Investigations ; Load transfer ; Piles ; Research Paper ; Skin ; Soft and Granular Matter ; Soil ; Soil investigations ; Soil layers ; Soil Science & Conservation ; Soil testing ; Solid Mechanics ; Strain gauges</subject><ispartof>Acta geotechnica, 2020-07, Vol.15 (7), p.1847-1857</ispartof><rights>Springer-Verlag GmbH Germany, part of Springer Nature 2019</rights><rights>Springer-Verlag GmbH Germany, part of Springer Nature 2019.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a342t-120ecfedd5e11c5a8a7e3804072d954d3e17d7ada7254ac1bf78c6d9cc993bb03</citedby><cites>FETCH-LOGICAL-a342t-120ecfedd5e11c5a8a7e3804072d954d3e17d7ada7254ac1bf78c6d9cc993bb03</cites><orcidid>0000-0003-4267-1454</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s11440-019-00891-x$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s11440-019-00891-x$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27922,27923,41486,42555,51317</link.rule.ids></links><search><creatorcontrib>Zhou, Jia-jin</creatorcontrib><creatorcontrib>Gong, Xiao-nan</creatorcontrib><creatorcontrib>Zhang, Ri-hong</creatorcontrib><creatorcontrib>Hesham El Naggar, M.</creatorcontrib><creatorcontrib>Wang, Kui-hua</creatorcontrib><title>Field behavior of pre-bored grouted planted nodular pile embedded in deep clayey soil</title><title>Acta geotechnica</title><addtitle>Acta Geotech</addtitle><description>This paper presents the results of field tests performed to investigate the behavior of pre-bored grouted planted nodular (PGPN) pile embedded in deep clayey soil. The test piles were all instrumented to measure the shaft and tip resistance and to determine the load transfer along the pile shaft. The test results show that the displacement necessary to fully mobilize the shaft resistance of PGPN pile is in the range of 1.83–3.32%
D
(
D
is pile diameter), and that the ultimate skin frictions of grout–soil interface of different soil layers are larger than the conventional proposed ultimate skin frictions for non-displacement piles. Furthermore, the pile tip resistance accounts for about 16% of the total applied pile head load corresponding to a pile head displacement of 0.1
D
, and the pile tip resistance continues to increase after tip displacement reaches 5% of pile tip diameter.</description><subject>Cement</subject><subject>Civil engineering</subject><subject>Clay</subject><subject>Clay soils</subject><subject>Complex Fluids and Microfluidics</subject><subject>Concrete</subject><subject>Diameters</subject><subject>Displacement</subject><subject>Engineering</subject><subject>Field study</subject><subject>Field tests</subject><subject>Foundations</subject><subject>Friction resistance</subject><subject>Geoengineering</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Grout</subject><subject>Hydraulics</subject><subject>Investigations</subject><subject>Load transfer</subject><subject>Piles</subject><subject>Research Paper</subject><subject>Skin</subject><subject>Soft and Granular Matter</subject><subject>Soil</subject><subject>Soil investigations</subject><subject>Soil layers</subject><subject>Soil Science & Conservation</subject><subject>Soil testing</subject><subject>Solid Mechanics</subject><subject>Strain gauges</subject><issn>1861-1125</issn><issn>1861-1133</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp9kEFLxDAUhIsouK7-AU8Bz9G8JG3aoyzqCgte9BzS5HXt0m1qspXdf2_Wit48zePxzQxMll0DuwXG1F0EkJJRBhVlrKyA7k-yGZQFUAAhTn9vnp9nFzFuGCsEl8Use3tssXOkxnfz2fpAfEOGgLT2AR1ZBz_ukg6d6Y_aezd2JpCh7ZDgtkbn0rftiUMciO3MAQ8k-ra7zM4a00W8-tF56nl4XSzp6uXpeXG_okZIvqPAGdompeQIYHNTGoWiZJIp7qpcOoGgnDLOKJ5LY6FuVGkLV1lbVaKumZhnN1PuEPzHiHGnN34MfarUXAIvcpXARPGJssHHGLDRQ2i3Jhw0MH2cT0_z6TSf_p5P75NJTKaY4H6N4S_6H9cXFARzyw</recordid><startdate>20200701</startdate><enddate>20200701</enddate><creator>Zhou, Jia-jin</creator><creator>Gong, Xiao-nan</creator><creator>Zhang, Ri-hong</creator><creator>Hesham El Naggar, M.</creator><creator>Wang, Kui-hua</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7TN</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope><orcidid>https://orcid.org/0000-0003-4267-1454</orcidid></search><sort><creationdate>20200701</creationdate><title>Field behavior of pre-bored grouted planted nodular pile embedded in deep clayey soil</title><author>Zhou, Jia-jin ; Gong, Xiao-nan ; Zhang, Ri-hong ; Hesham El Naggar, M. ; Wang, Kui-hua</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a342t-120ecfedd5e11c5a8a7e3804072d954d3e17d7ada7254ac1bf78c6d9cc993bb03</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Cement</topic><topic>Civil engineering</topic><topic>Clay</topic><topic>Clay soils</topic><topic>Complex Fluids and Microfluidics</topic><topic>Concrete</topic><topic>Diameters</topic><topic>Displacement</topic><topic>Engineering</topic><topic>Field study</topic><topic>Field tests</topic><topic>Foundations</topic><topic>Friction resistance</topic><topic>Geoengineering</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Grout</topic><topic>Hydraulics</topic><topic>Investigations</topic><topic>Load transfer</topic><topic>Piles</topic><topic>Research Paper</topic><topic>Skin</topic><topic>Soft and Granular Matter</topic><topic>Soil</topic><topic>Soil investigations</topic><topic>Soil layers</topic><topic>Soil Science & Conservation</topic><topic>Soil testing</topic><topic>Solid Mechanics</topic><topic>Strain gauges</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhou, Jia-jin</creatorcontrib><creatorcontrib>Gong, Xiao-nan</creatorcontrib><creatorcontrib>Zhang, Ri-hong</creatorcontrib><creatorcontrib>Hesham El Naggar, M.</creatorcontrib><creatorcontrib>Wang, Kui-hua</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Science Database</collection><collection>Engineering Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><collection>ProQuest Central Basic</collection><jtitle>Acta geotechnica</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zhou, Jia-jin</au><au>Gong, Xiao-nan</au><au>Zhang, Ri-hong</au><au>Hesham El Naggar, M.</au><au>Wang, Kui-hua</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Field behavior of pre-bored grouted planted nodular pile embedded in deep clayey soil</atitle><jtitle>Acta geotechnica</jtitle><stitle>Acta Geotech</stitle><date>2020-07-01</date><risdate>2020</risdate><volume>15</volume><issue>7</issue><spage>1847</spage><epage>1857</epage><pages>1847-1857</pages><issn>1861-1125</issn><eissn>1861-1133</eissn><abstract>This paper presents the results of field tests performed to investigate the behavior of pre-bored grouted planted nodular (PGPN) pile embedded in deep clayey soil. The test piles were all instrumented to measure the shaft and tip resistance and to determine the load transfer along the pile shaft. The test results show that the displacement necessary to fully mobilize the shaft resistance of PGPN pile is in the range of 1.83–3.32%
D
(
D
is pile diameter), and that the ultimate skin frictions of grout–soil interface of different soil layers are larger than the conventional proposed ultimate skin frictions for non-displacement piles. Furthermore, the pile tip resistance accounts for about 16% of the total applied pile head load corresponding to a pile head displacement of 0.1
D
, and the pile tip resistance continues to increase after tip displacement reaches 5% of pile tip diameter.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s11440-019-00891-x</doi><tpages>11</tpages><orcidid>https://orcid.org/0000-0003-4267-1454</orcidid></addata></record> |
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| subjects | Cement Civil engineering Clay Clay soils Complex Fluids and Microfluidics Concrete Diameters Displacement Engineering Field study Field tests Foundations Friction resistance Geoengineering Geotechnical Engineering & Applied Earth Sciences Grout Hydraulics Investigations Load transfer Piles Research Paper Skin Soft and Granular Matter Soil Soil investigations Soil layers Soil Science & Conservation Soil testing Solid Mechanics Strain gauges |
| title | Field behavior of pre-bored grouted planted nodular pile embedded in deep clayey soil |
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