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Insight into centrifuge modelling errors in predicting embedment depths of dynamically installed anchors
In centrifuge modelling of dynamic events, a common practice is to preserve the inertial effect. This will lead to a loss of similitude in the strain rate between model and prototype. For centrifuge tests of dynamic installation of anchors, such strain rate dissimilarity may give rise to significant...
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Published in: | Canadian geotechnical journal 2020-11, Vol.57 (11), p.1796-1804 |
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description | In centrifuge modelling of dynamic events, a common practice is to preserve the inertial effect. This will lead to a loss of similitude in the strain rate between model and prototype. For centrifuge tests of dynamic installation of anchors, such strain rate dissimilarity may give rise to significant discrepancy in the anchor embedment depth between the model and the prototype, i.e., modelling error. Large-deformation finite element analyses that simulate both the model and the prototype were undertaken in this study to provide insight into this phenomenon. The calculation results revealed that the centrifuge model tends to underpredict the anchor embedment depth of the prototype. A parametric study of the influence of anchor geometry and weight, soil strength and stiffness, strain softening and rate parameters, and centrifuge acceleration level was subsequently conducted. It was found that such underprediction depends heavily upon the strain rate parameter. Based on analyses results, practical advices were given for centrifuge modellers to minimize the modelling error. The results presented and advices given in this study may facilitate the design of centrifuge model tests especially when the anchor embedment depth is an essential detail to be replicated in these tests. |
doi_str_mv | 10.1139/cgj-2017-0380 |
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This will lead to a loss of similitude in the strain rate between model and prototype. For centrifuge tests of dynamic installation of anchors, such strain rate dissimilarity may give rise to significant discrepancy in the anchor embedment depth between the model and the prototype, i.e., modelling error. Large-deformation finite element analyses that simulate both the model and the prototype were undertaken in this study to provide insight into this phenomenon. The calculation results revealed that the centrifuge model tends to underpredict the anchor embedment depth of the prototype. A parametric study of the influence of anchor geometry and weight, soil strength and stiffness, strain softening and rate parameters, and centrifuge acceleration level was subsequently conducted. It was found that such underprediction depends heavily upon the strain rate parameter. Based on analyses results, practical advices were given for centrifuge modellers to minimize the modelling error. The results presented and advices given in this study may facilitate the design of centrifuge model tests especially when the anchor embedment depth is an essential detail to be replicated in these tests.</description><identifier>ISSN: 0008-3674</identifier><identifier>EISSN: 1208-6010</identifier><identifier>DOI: 10.1139/cgj-2017-0380</identifier><language>eng</language><publisher>1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: NRC Research Press</publisher><subject>analyses de larges déformations en éléments finis ; Anchors ; ancrages installés dynamiquement ; Centrifuge model ; centrifuge scale effect ; Centrifuges ; Deformation ; Deformation analysis ; Depth ; dynamically installed anchors ; effet du taux de contrainte ; effet d’échelle de la centrifugeuse ; Embedment ; embedment depth ; Error analysis ; Finite element method ; large-deformation finite element analysis ; Mathematical models ; Mechanical properties ; Model testing ; Modelling ; Parameters ; Plastic deformation ; profondeur d’enfoncement ; Prototypes ; Soil ; Soil strength ; Stiffness ; Strain rate ; strain rate effect ; Tests</subject><ispartof>Canadian geotechnical journal, 2020-11, Vol.57 (11), p.1796-1804</ispartof><rights>COPYRIGHT 2020 NRC Research Press</rights><rights>2020 Published by NRC Research Press</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c506t-6fbd578120d554f349c11a24fc0538813c15812687b590e9e0748d46a8d1f0093</citedby><cites>FETCH-LOGICAL-c506t-6fbd578120d554f349c11a24fc0538813c15812687b590e9e0748d46a8d1f0093</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://cdnsciencepub.com/doi/pdf/10.1139/cgj-2017-0380$$EPDF$$P50$$Gnrcresearch$$H</linktopdf><linktohtml>$$Uhttps://cdnsciencepub.com/doi/full/10.1139/cgj-2017-0380$$EHTML$$P50$$Gnrcresearch$$H</linktohtml><link.rule.ids>314,776,780,2919,27901,27902,64401,64979</link.rule.ids></links><search><creatorcontrib>Yi, Jiang Tao</creatorcontrib><creatorcontrib>Cao, Ming Yang</creatorcontrib><creatorcontrib>Liu, Yong</creatorcontrib><creatorcontrib>Zhang, Lei</creatorcontrib><title>Insight into centrifuge modelling errors in predicting embedment depths of dynamically installed anchors</title><title>Canadian geotechnical journal</title><description>In centrifuge modelling of dynamic events, a common practice is to preserve the inertial effect. This will lead to a loss of similitude in the strain rate between model and prototype. For centrifuge tests of dynamic installation of anchors, such strain rate dissimilarity may give rise to significant discrepancy in the anchor embedment depth between the model and the prototype, i.e., modelling error. Large-deformation finite element analyses that simulate both the model and the prototype were undertaken in this study to provide insight into this phenomenon. The calculation results revealed that the centrifuge model tends to underpredict the anchor embedment depth of the prototype. A parametric study of the influence of anchor geometry and weight, soil strength and stiffness, strain softening and rate parameters, and centrifuge acceleration level was subsequently conducted. It was found that such underprediction depends heavily upon the strain rate parameter. Based on analyses results, practical advices were given for centrifuge modellers to minimize the modelling error. The results presented and advices given in this study may facilitate the design of centrifuge model tests especially when the anchor embedment depth is an essential detail to be replicated in these tests.</description><subject>analyses de larges déformations en éléments finis</subject><subject>Anchors</subject><subject>ancrages installés dynamiquement</subject><subject>Centrifuge model</subject><subject>centrifuge scale effect</subject><subject>Centrifuges</subject><subject>Deformation</subject><subject>Deformation analysis</subject><subject>Depth</subject><subject>dynamically installed anchors</subject><subject>effet du taux de contrainte</subject><subject>effet d’échelle de la centrifugeuse</subject><subject>Embedment</subject><subject>embedment depth</subject><subject>Error analysis</subject><subject>Finite element method</subject><subject>large-deformation finite element analysis</subject><subject>Mathematical models</subject><subject>Mechanical properties</subject><subject>Model testing</subject><subject>Modelling</subject><subject>Parameters</subject><subject>Plastic deformation</subject><subject>profondeur d’enfoncement</subject><subject>Prototypes</subject><subject>Soil</subject><subject>Soil strength</subject><subject>Stiffness</subject><subject>Strain rate</subject><subject>strain rate effect</subject><subject>Tests</subject><issn>0008-3674</issn><issn>1208-6010</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNqVkk1r3DAQhkVpodtNj72b9tSD05Et2_IxhH4shBbS5Cy00sjWYkuOpIXuv6-26SEBQylz0DB63hlpeAl5R-GS0rr_pIZDWQHtSqg5vCAbWgEvW6DwkmwAcl63HXtN3sR4AKCMVdWGjDsX7TCmwrrkC4UuBWuOAxaz1zhN1g0FhuBDzECxBNRWpT_FeY96znihcUljLLwp9MnJ2So5TadMx5QT1IV0asz6C_LKyCni27_nltx_-Xx3_a28-fF1d311U6oG2lS2Zq-bjuen66Zhpma9olRWzChoas5prWiTb1ve7ZsesEfoGNeslVxTA9DXW_Lhse8S_MMRYxIHfwwujxQVaxhjwJ9Sg5xQWGd8ClLNNipx1TLoOavzrC0pV6gBHQY5eYfG5vIz_v0Krxb7IJ5ClytQDo15eatdPz4TZCbhrzTIY4xi9_P2P9jvq79TwccY0Igl2FmGk6AgzoYS2VDibChxNlTm4ZF3QQWMKIMa_yH5DbLFyWo</recordid><startdate>20201101</startdate><enddate>20201101</enddate><creator>Yi, Jiang Tao</creator><creator>Cao, Ming Yang</creator><creator>Liu, Yong</creator><creator>Zhang, Lei</creator><general>NRC Research Press</general><general>Canadian Science Publishing NRC Research Press</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ISN</scope><scope>ISR</scope><scope>7TG</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>20201101</creationdate><title>Insight into centrifuge modelling errors in predicting embedment depths of dynamically installed anchors</title><author>Yi, Jiang Tao ; Cao, Ming Yang ; Liu, Yong ; Zhang, Lei</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c506t-6fbd578120d554f349c11a24fc0538813c15812687b590e9e0748d46a8d1f0093</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>analyses de larges déformations en éléments finis</topic><topic>Anchors</topic><topic>ancrages installés dynamiquement</topic><topic>Centrifuge model</topic><topic>centrifuge scale effect</topic><topic>Centrifuges</topic><topic>Deformation</topic><topic>Deformation analysis</topic><topic>Depth</topic><topic>dynamically installed anchors</topic><topic>effet du taux de contrainte</topic><topic>effet d’échelle de la centrifugeuse</topic><topic>Embedment</topic><topic>embedment depth</topic><topic>Error analysis</topic><topic>Finite element method</topic><topic>large-deformation finite element analysis</topic><topic>Mathematical models</topic><topic>Mechanical properties</topic><topic>Model testing</topic><topic>Modelling</topic><topic>Parameters</topic><topic>Plastic deformation</topic><topic>profondeur d’enfoncement</topic><topic>Prototypes</topic><topic>Soil</topic><topic>Soil strength</topic><topic>Stiffness</topic><topic>Strain rate</topic><topic>strain rate effect</topic><topic>Tests</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yi, Jiang Tao</creatorcontrib><creatorcontrib>Cao, Ming Yang</creatorcontrib><creatorcontrib>Liu, Yong</creatorcontrib><creatorcontrib>Zhang, Lei</creatorcontrib><collection>CrossRef</collection><collection>Gale In Context: Canada</collection><collection>Gale In Context: Science</collection><collection>Meteorological & Geoastrophysical 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>Canadian geotechnical journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yi, Jiang Tao</au><au>Cao, Ming Yang</au><au>Liu, Yong</au><au>Zhang, Lei</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Insight into centrifuge modelling errors in predicting embedment depths of dynamically installed anchors</atitle><jtitle>Canadian geotechnical journal</jtitle><date>2020-11-01</date><risdate>2020</risdate><volume>57</volume><issue>11</issue><spage>1796</spage><epage>1804</epage><pages>1796-1804</pages><issn>0008-3674</issn><eissn>1208-6010</eissn><abstract>In centrifuge modelling of dynamic events, a common practice is to preserve the inertial effect. This will lead to a loss of similitude in the strain rate between model and prototype. For centrifuge tests of dynamic installation of anchors, such strain rate dissimilarity may give rise to significant discrepancy in the anchor embedment depth between the model and the prototype, i.e., modelling error. Large-deformation finite element analyses that simulate both the model and the prototype were undertaken in this study to provide insight into this phenomenon. The calculation results revealed that the centrifuge model tends to underpredict the anchor embedment depth of the prototype. A parametric study of the influence of anchor geometry and weight, soil strength and stiffness, strain softening and rate parameters, and centrifuge acceleration level was subsequently conducted. It was found that such underprediction depends heavily upon the strain rate parameter. Based on analyses results, practical advices were given for centrifuge modellers to minimize the modelling error. The results presented and advices given in this study may facilitate the design of centrifuge model tests especially when the anchor embedment depth is an essential detail to be replicated in these tests.</abstract><cop>1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7</cop><pub>NRC Research Press</pub><doi>10.1139/cgj-2017-0380</doi><tpages>9</tpages></addata></record> |
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subjects | analyses de larges déformations en éléments finis Anchors ancrages installés dynamiquement Centrifuge model centrifuge scale effect Centrifuges Deformation Deformation analysis Depth dynamically installed anchors effet du taux de contrainte effet d’échelle de la centrifugeuse Embedment embedment depth Error analysis Finite element method large-deformation finite element analysis Mathematical models Mechanical properties Model testing Modelling Parameters Plastic deformation profondeur d’enfoncement Prototypes Soil Soil strength Stiffness Strain rate strain rate effect Tests |
title | Insight into centrifuge modelling errors in predicting embedment depths of dynamically installed anchors |
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