A Centrifuge-Modeled Rigid Structure to Investigate Dynamic Soil-Structure Interaction

A centrifuge-modeled rigid structure (CMRS) has been developed to study fundamental aspects of dynamic soil-structure interaction. It has been configured to simulate a gravity retaining wall and consists of a central core and multiple load-sensing panels called F-MAP transducers (force-magnitude, an...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Geotechnical testing journal 1997-06, Vol.20 (2), p.139-148
Hauptverfasser: Andersen, GR, Todorovski, L, Likos, W, Whitman, RV
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 148
container_issue 2
container_start_page 139
container_title Geotechnical testing journal
container_volume 20
creator Andersen, GR
Todorovski, L
Likos, W
Whitman, RV
description A centrifuge-modeled rigid structure (CMRS) has been developed to study fundamental aspects of dynamic soil-structure interaction. It has been configured to simulate a gravity retaining wall and consists of a central core and multiple load-sensing panels called F-MAP transducers (force-magnitude, angle, and position) that can directly measure interaction forces between the wall and the surrounding soils (backfill, foundation, and toe). Dimensions and inertial properties of the CMRS can be varied to conduct parametric studies. The F-MAP transducers incorporate load-sensing reaction supports. Calibration coefficients for each of these reaction supports have been determined from 1-g static loading tests. Measured bending moments on the reaction supports are used to estimate the magnitude, angle, and position of the interaction forces. Verification tests have included the static normal gravity loading and the dynamic normal and high-gravity loading of each assembled F-MAP transducer, and the dynamic normal and high-gravity loading of the CMRS in a geotechnical centrifuge without sand. Acceleration measurements on the F-MAP transducers and the CMRS during the dynamic tests are used in conjunction with the interaction force measurements from the F-MAP transducers in a D'Alembert-type dynamic equilibrium analysis to demonstrate the combined accuracy and precision of the F-MAP measurements.
doi_str_mv 10.1520/GTJ10734J
format Article
fullrecord <record><control><sourceid>astm_pasca</sourceid><recordid>TN_cdi_pascalfrancis_primary_2706006</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>10_1520_GTJ10734J</sourcerecordid><originalsourceid>FETCH-LOGICAL-a295t-ac3730a50d5d1a8bcc2273dff6a1f62cee49f34324d022ef80e05667f3b2a60f3</originalsourceid><addsrcrecordid>eNpt0M1KAzEUBeAgCtbqwjeYhQguRm-SSdJZlqq1UhFsdRvS_JSUdmZIMkJ9ekcqdWFXd_OdA_cgdInhFjMCd-P5MwZBi-cj1MNlwXLBCnaMeoCLMucYs1N0FuMKAA-IID30McxGtkrBu3Zp85fa2LU12ZtfepPNUmh1aoPNUp1Nqk8bk1-qZLP7baU2Xmez2q_zPzWpkg1KJ19X5-jEqXW0F7-3j94fH-ajp3z6Op6MhtNckZKlXGkqKCgGhhmsBgutCRHUOMcVdpxoa4vS0YKSwgAh1g3AAuNcOLogioOjfXSz69WhjjFYJ5vgNypsJQb5M4jcD9LZq51tVNRq7YKqtI_7ABHAAXjHrndMxbSRq7oNVffBwT5xCHZAdo7IL9_8T8nGOPoNcbB-Vw</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>A Centrifuge-Modeled Rigid Structure to Investigate Dynamic Soil-Structure Interaction</title><source>ASTM Journals</source><creator>Andersen, GR ; Todorovski, L ; Likos, W ; Whitman, RV</creator><creatorcontrib>Andersen, GR ; Todorovski, L ; Likos, W ; Whitman, RV</creatorcontrib><description>A centrifuge-modeled rigid structure (CMRS) has been developed to study fundamental aspects of dynamic soil-structure interaction. It has been configured to simulate a gravity retaining wall and consists of a central core and multiple load-sensing panels called F-MAP transducers (force-magnitude, angle, and position) that can directly measure interaction forces between the wall and the surrounding soils (backfill, foundation, and toe). Dimensions and inertial properties of the CMRS can be varied to conduct parametric studies. The F-MAP transducers incorporate load-sensing reaction supports. Calibration coefficients for each of these reaction supports have been determined from 1-g static loading tests. Measured bending moments on the reaction supports are used to estimate the magnitude, angle, and position of the interaction forces. Verification tests have included the static normal gravity loading and the dynamic normal and high-gravity loading of each assembled F-MAP transducer, and the dynamic normal and high-gravity loading of the CMRS in a geotechnical centrifuge without sand. Acceleration measurements on the F-MAP transducers and the CMRS during the dynamic tests are used in conjunction with the interaction force measurements from the F-MAP transducers in a D'Alembert-type dynamic equilibrium analysis to demonstrate the combined accuracy and precision of the F-MAP measurements.</description><identifier>ISSN: 0149-6115</identifier><identifier>EISSN: 1945-7545</identifier><identifier>DOI: 10.1520/GTJ10734J</identifier><identifier>CODEN: GTJODJ</identifier><language>eng</language><publisher>West Conshohocken, PA: ASTM</publisher><subject>Applied sciences ; Buildings. Public works ; Exact sciences and technology ; Geotechnics ; Structure-soil interaction</subject><ispartof>Geotechnical testing journal, 1997-06, Vol.20 (2), p.139-148</ispartof><rights>All rights reserved. This material may not be reproduced or copied, in whole or in part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of the publisher.</rights><rights>1997 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-a295t-ac3730a50d5d1a8bcc2273dff6a1f62cee49f34324d022ef80e05667f3b2a60f3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,9771,27903,27904</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=2706006$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Andersen, GR</creatorcontrib><creatorcontrib>Todorovski, L</creatorcontrib><creatorcontrib>Likos, W</creatorcontrib><creatorcontrib>Whitman, RV</creatorcontrib><title>A Centrifuge-Modeled Rigid Structure to Investigate Dynamic Soil-Structure Interaction</title><title>Geotechnical testing journal</title><description>A centrifuge-modeled rigid structure (CMRS) has been developed to study fundamental aspects of dynamic soil-structure interaction. It has been configured to simulate a gravity retaining wall and consists of a central core and multiple load-sensing panels called F-MAP transducers (force-magnitude, angle, and position) that can directly measure interaction forces between the wall and the surrounding soils (backfill, foundation, and toe). Dimensions and inertial properties of the CMRS can be varied to conduct parametric studies. The F-MAP transducers incorporate load-sensing reaction supports. Calibration coefficients for each of these reaction supports have been determined from 1-g static loading tests. Measured bending moments on the reaction supports are used to estimate the magnitude, angle, and position of the interaction forces. Verification tests have included the static normal gravity loading and the dynamic normal and high-gravity loading of each assembled F-MAP transducer, and the dynamic normal and high-gravity loading of the CMRS in a geotechnical centrifuge without sand. Acceleration measurements on the F-MAP transducers and the CMRS during the dynamic tests are used in conjunction with the interaction force measurements from the F-MAP transducers in a D'Alembert-type dynamic equilibrium analysis to demonstrate the combined accuracy and precision of the F-MAP measurements.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Structure-soil interaction</subject><issn>0149-6115</issn><issn>1945-7545</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1997</creationdate><recordtype>article</recordtype><recordid>eNpt0M1KAzEUBeAgCtbqwjeYhQguRm-SSdJZlqq1UhFsdRvS_JSUdmZIMkJ9ekcqdWFXd_OdA_cgdInhFjMCd-P5MwZBi-cj1MNlwXLBCnaMeoCLMucYs1N0FuMKAA-IID30McxGtkrBu3Zp85fa2LU12ZtfepPNUmh1aoPNUp1Nqk8bk1-qZLP7baU2Xmez2q_zPzWpkg1KJ19X5-jEqXW0F7-3j94fH-ajp3z6Op6MhtNckZKlXGkqKCgGhhmsBgutCRHUOMcVdpxoa4vS0YKSwgAh1g3AAuNcOLogioOjfXSz69WhjjFYJ5vgNypsJQb5M4jcD9LZq51tVNRq7YKqtI_7ABHAAXjHrndMxbSRq7oNVffBwT5xCHZAdo7IL9_8T8nGOPoNcbB-Vw</recordid><startdate>19970601</startdate><enddate>19970601</enddate><creator>Andersen, GR</creator><creator>Todorovski, L</creator><creator>Likos, W</creator><creator>Whitman, RV</creator><general>ASTM</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>19970601</creationdate><title>A Centrifuge-Modeled Rigid Structure to Investigate Dynamic Soil-Structure Interaction</title><author>Andersen, GR ; Todorovski, L ; Likos, W ; Whitman, RV</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a295t-ac3730a50d5d1a8bcc2273dff6a1f62cee49f34324d022ef80e05667f3b2a60f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1997</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Structure-soil interaction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Andersen, GR</creatorcontrib><creatorcontrib>Todorovski, L</creatorcontrib><creatorcontrib>Likos, W</creatorcontrib><creatorcontrib>Whitman, RV</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><jtitle>Geotechnical testing journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Andersen, GR</au><au>Todorovski, L</au><au>Likos, W</au><au>Whitman, RV</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Centrifuge-Modeled Rigid Structure to Investigate Dynamic Soil-Structure Interaction</atitle><jtitle>Geotechnical testing journal</jtitle><date>1997-06-01</date><risdate>1997</risdate><volume>20</volume><issue>2</issue><spage>139</spage><epage>148</epage><pages>139-148</pages><issn>0149-6115</issn><eissn>1945-7545</eissn><coden>GTJODJ</coden><abstract>A centrifuge-modeled rigid structure (CMRS) has been developed to study fundamental aspects of dynamic soil-structure interaction. It has been configured to simulate a gravity retaining wall and consists of a central core and multiple load-sensing panels called F-MAP transducers (force-magnitude, angle, and position) that can directly measure interaction forces between the wall and the surrounding soils (backfill, foundation, and toe). Dimensions and inertial properties of the CMRS can be varied to conduct parametric studies. The F-MAP transducers incorporate load-sensing reaction supports. Calibration coefficients for each of these reaction supports have been determined from 1-g static loading tests. Measured bending moments on the reaction supports are used to estimate the magnitude, angle, and position of the interaction forces. Verification tests have included the static normal gravity loading and the dynamic normal and high-gravity loading of each assembled F-MAP transducer, and the dynamic normal and high-gravity loading of the CMRS in a geotechnical centrifuge without sand. Acceleration measurements on the F-MAP transducers and the CMRS during the dynamic tests are used in conjunction with the interaction force measurements from the F-MAP transducers in a D'Alembert-type dynamic equilibrium analysis to demonstrate the combined accuracy and precision of the F-MAP measurements.</abstract><cop>West Conshohocken, PA</cop><pub>ASTM</pub><doi>10.1520/GTJ10734J</doi><tpages>10</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0149-6115
ispartof Geotechnical testing journal, 1997-06, Vol.20 (2), p.139-148
issn 0149-6115
1945-7545
language eng
recordid cdi_pascalfrancis_primary_2706006
source ASTM Journals
subjects Applied sciences
Buildings. Public works
Exact sciences and technology
Geotechnics
Structure-soil interaction
title A Centrifuge-Modeled Rigid Structure to Investigate Dynamic Soil-Structure Interaction
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-23T02%3A29%3A16IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-astm_pasca&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=A%20Centrifuge-Modeled%20Rigid%20Structure%20to%20Investigate%20Dynamic%20Soil-Structure%20Interaction&rft.jtitle=Geotechnical%20testing%20journal&rft.au=Andersen,%20GR&rft.date=1997-06-01&rft.volume=20&rft.issue=2&rft.spage=139&rft.epage=148&rft.pages=139-148&rft.issn=0149-6115&rft.eissn=1945-7545&rft.coden=GTJODJ&rft_id=info:doi/10.1520/GTJ10734J&rft_dat=%3Castm_pasca%3E10_1520_GTJ10734J%3C/astm_pasca%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