Determination of Partial Factors for a Vertically Loaded Pile Based on Reliability Analysis
The aim of this study is to establish a procedure to rationally determine the partial factors for a vertically loaded pile in the limit state design format based on a sound reliability theory. The frequency of the usage of pile types and dimensions are investigated first. Several design examples are...
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| Veröffentlicht in: | SOILS AND FOUNDATIONS 2002/10/15, Vol.42(5), pp.91-109 |
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| container_title | SOILS AND FOUNDATIONS |
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| creator | Honjo, Yusuke Suzuki, Makoto Shirato, Masahiro Fukui, Jiro |
| description | The aim of this study is to establish a procedure to rationally determine the partial factors for a vertically loaded pile in the limit state design format based on a sound reliability theory. The frequency of the usage of pile types and dimensions are investigated first. Several design examples are selected, and load ranges and combinations on typical piles are studied. Based on these results, typical load intensities, load combinations and soil profiles are set for the code calibration. Also, uncertainties involved in seismic loading are investigated based on the historical seismic data using an extreme statistical analysis, so called POT (peaks over threshold) analysis. Uncertainties concerning resistances of piles are taken from two well known studies: Okahara et al. (1991) and AIJ (2000). FORM (first order reliability method) analysis is carried out to find out the current level of reliability index. Finally, the design value method is employed to determine the partial factors. |
| doi_str_mv | 10.3208/sandf.42.5_91 |
| format | Article |
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The frequency of the usage of pile types and dimensions are investigated first. Several design examples are selected, and load ranges and combinations on typical piles are studied. Based on these results, typical load intensities, load combinations and soil profiles are set for the code calibration. Also, uncertainties involved in seismic loading are investigated based on the historical seismic data using an extreme statistical analysis, so called POT (peaks over threshold) analysis. Uncertainties concerning resistances of piles are taken from two well known studies: Okahara et al. (1991) and AIJ (2000). FORM (first order reliability method) analysis is carried out to find out the current level of reliability index. 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The frequency of the usage of pile types and dimensions are investigated first. Several design examples are selected, and load ranges and combinations on typical piles are studied. Based on these results, typical load intensities, load combinations and soil profiles are set for the code calibration. Also, uncertainties involved in seismic loading are investigated based on the historical seismic data using an extreme statistical analysis, so called POT (peaks over threshold) analysis. Uncertainties concerning resistances of piles are taken from two well known studies: Okahara et al. (1991) and AIJ (2000). FORM (first order reliability method) analysis is carried out to find out the current level of reliability index. Finally, the design value method is employed to determine the partial factors.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>code calibration</subject><subject>Earthwork. Foundations. Retaining walls</subject><subject>Exact sciences and technology</subject><subject>extreme statistics</subject><subject>FORM</subject><subject>Geotechnics</subject><subject>partial factors</subject><subject>pile design</subject><subject>POT analysis</subject><subject>reliability analysis</subject><subject>safety factor</subject><subject>Structure-soil interaction</subject><subject>vertical bearing capacity</subject><subject>vertical bearing capacity (IGC: E4/H1)</subject><issn>0038-0806</issn><issn>1341-7452</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2002</creationdate><recordtype>article</recordtype><recordid>eNqNkDtvHCEQgLdIpPhVuqdJuj0PLNyypR_xQzopVpSkcYEm7JBgcYsN2NL9e3Pek11FSgWCbz6NvqY55rDoBOiTjNPoFlIslBn4h2YPoNMtaFh-avZzvgdYCuB8r7m7oEJp7ScsPk4sOnaLqXgM7BJtiSkzFxND9ovqq8UQNmwVcaSR3fpA7AxzvdbB7xQ8_vbBlw07nTBsss-HzUeHIdPR7jxofl5-_XF-3a6-Xd2cn65aVFqUVhOMPai-44IL2XFNvRpQDpJbO4jeaTUIB6RAaq4tapLYq2UnnQRLDlx30HyZvQ8pPj5RLmbts6UQcKL4lI3ouVBSy_8BQdYtKtjOoE0x50TOPCS_xrQxHMy2r3nta6Qw276V_7wTY66RXMLJ-vw-JDs9aAWVu5i5-1zwD70B2-Q20Gzlw6Bm807_9m3_YjI0VU0_a6hWffaUTLaeJkujT2SLGaP_x6Iv_RmojQ</recordid><startdate>20021001</startdate><enddate>20021001</enddate><creator>Honjo, Yusuke</creator><creator>Suzuki, Makoto</creator><creator>Shirato, Masahiro</creator><creator>Fukui, Jiro</creator><general>Elsevier B.V</general><general>The Japanese Geotechnical Society</general><general>Japanese Geotechnical Society</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><scope>7SM</scope></search><sort><creationdate>20021001</creationdate><title>Determination of Partial Factors for a Vertically Loaded Pile Based on Reliability Analysis</title><author>Honjo, Yusuke ; Suzuki, Makoto ; Shirato, Masahiro ; Fukui, Jiro</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a582t-8e0d7057312124318e759a4941cc927f8592f0e504818ca8e4a75634f40cef0f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2002</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>code calibration</topic><topic>Earthwork. Foundations. Retaining walls</topic><topic>Exact sciences and technology</topic><topic>extreme statistics</topic><topic>FORM</topic><topic>Geotechnics</topic><topic>partial factors</topic><topic>pile design</topic><topic>POT analysis</topic><topic>reliability analysis</topic><topic>safety factor</topic><topic>Structure-soil interaction</topic><topic>vertical bearing capacity</topic><topic>vertical bearing capacity (IGC: E4/H1)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Honjo, Yusuke</creatorcontrib><creatorcontrib>Suzuki, Makoto</creatorcontrib><creatorcontrib>Shirato, Masahiro</creatorcontrib><creatorcontrib>Fukui, Jiro</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Earthquake Engineering Abstracts</collection><jtitle>SOILS AND FOUNDATIONS</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Honjo, Yusuke</au><au>Suzuki, Makoto</au><au>Shirato, Masahiro</au><au>Fukui, Jiro</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Determination of Partial Factors for a Vertically Loaded Pile Based on Reliability Analysis</atitle><jtitle>SOILS AND FOUNDATIONS</jtitle><addtitle>SOILS AND FOUNDATIONS</addtitle><date>2002-10-01</date><risdate>2002</risdate><volume>42</volume><issue>5</issue><spage>91</spage><epage>109</epage><pages>91-109</pages><issn>0038-0806</issn><issn>1341-7452</issn><coden>SOIFBE</coden><abstract>The aim of this study is to establish a procedure to rationally determine the partial factors for a vertically loaded pile in the limit state design format based on a sound reliability theory. The frequency of the usage of pile types and dimensions are investigated first. Several design examples are selected, and load ranges and combinations on typical piles are studied. Based on these results, typical load intensities, load combinations and soil profiles are set for the code calibration. Also, uncertainties involved in seismic loading are investigated based on the historical seismic data using an extreme statistical analysis, so called POT (peaks over threshold) analysis. Uncertainties concerning resistances of piles are taken from two well known studies: Okahara et al. (1991) and AIJ (2000). FORM (first order reliability method) analysis is carried out to find out the current level of reliability index. Finally, the design value method is employed to determine the partial factors.</abstract><cop>Tokyo</cop><pub>Elsevier B.V</pub><doi>10.3208/sandf.42.5_91</doi><tpages>19</tpages><oa>free_for_read</oa></addata></record> |
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| source | J-STAGE Free; Freely Accessible Japanese Titles; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
| subjects | Applied sciences Buildings. Public works code calibration Earthwork. Foundations. Retaining walls Exact sciences and technology extreme statistics FORM Geotechnics partial factors pile design POT analysis reliability analysis safety factor Structure-soil interaction vertical bearing capacity vertical bearing capacity (IGC: E4/H1) |
| title | Determination of Partial Factors for a Vertically Loaded Pile Based on Reliability Analysis |
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