Development of a Structural Design Procedure for Rigid Airport Pavements
The development and formulation of a design procedure for rigid airport payments are presented. The design criteria used in the procedure are based on the tensile stress in the portland cement concrete (PCC) slab as computed by layered elastic theory and the strength of the PCC slab as measured in t...
Gespeichert in:
| Hauptverfasser: | , , , |
|---|---|
| Format: | Report |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext bestellen |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | |
| container_start_page | |
| container_title | |
| container_volume | |
| creator | Parker,Frazier , Jr Barker,Walter R Gunkel,Robert C Odom,Eugene C |
| description | The development and formulation of a design procedure for rigid airport payments are presented. The design criteria used in the procedure are based on the tensile stress in the portland cement concrete (PCC) slab as computed by layered elastic theory and the strength of the PCC slab as measured in the flexural beam test. The criteria were developed by the analysis of some 60 test sections. Procedures are given for the characterization of the pavement materials both by laboratory testing and by typical values and/or correlation studies. The thickness requirements as determined by the new criteria are compared with the thickness as determined by present Corps of Engineers-Federal Aviation Administration design procedures. (Author) |
| format | Report |
| fullrecord | <record><control><sourceid>dtic_1RU</sourceid><recordid>TN_cdi_dtic_stinet_ADA069548</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>ADA069548</sourcerecordid><originalsourceid>FETCH-dtic_stinet_ADA0695483</originalsourceid><addsrcrecordid>eNrjZPBwSS1LzckvyE3NK1HIT1NIVAguKSpNLiktSsxRcEktzkzPUwgoyk9OTSktSlVIyy9SCMpMz0xRcMwsKsgvKlEISCxLBekt5mFgTUvMKU7lhdLcDDJuriHOHropJZnJ8cUlmXmpJfGOLo4GZpamJhbGBKQBgrMxSg</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>report</recordtype></control><display><type>report</type><title>Development of a Structural Design Procedure for Rigid Airport Pavements</title><source>DTIC Technical Reports</source><creator>Parker,Frazier , Jr ; Barker,Walter R ; Gunkel,Robert C ; Odom,Eugene C</creator><creatorcontrib>Parker,Frazier , Jr ; Barker,Walter R ; Gunkel,Robert C ; Odom,Eugene C ; ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MISS</creatorcontrib><description>The development and formulation of a design procedure for rigid airport payments are presented. The design criteria used in the procedure are based on the tensile stress in the portland cement concrete (PCC) slab as computed by layered elastic theory and the strength of the PCC slab as measured in the flexural beam test. The criteria were developed by the analysis of some 60 test sections. Procedures are given for the characterization of the pavement materials both by laboratory testing and by typical values and/or correlation studies. The thickness requirements as determined by the new criteria are compared with the thickness as determined by present Corps of Engineers-Federal Aviation Administration design procedures. (Author)</description><language>eng</language><subject>AIRPORTS ; AS52E ; AST04 ; CEMENTS ; Ceramics, Refractories and Glass ; Civil Engineering ; CONCRETE ; CORRELATION TECHNIQUES ; ELASTIC PROPERTIES ; EXPERIMENTAL DESIGN ; FLEXURAL STRENGTH ; PAVEMENTS ; PE61102A ; PE62719A ; RIGIDITY ; RUNWAYS ; STRUCTURAL ENGINEERING ; TENSILE STRESS ; Terminal Flight Facilities ; TEST METHODS</subject><creationdate>1979</creationdate><rights>APPROVED FOR PUBLIC RELEASE</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,777,882,27548,27549</link.rule.ids><linktorsrc>$$Uhttps://apps.dtic.mil/sti/citations/ADA069548$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Parker,Frazier , Jr</creatorcontrib><creatorcontrib>Barker,Walter R</creatorcontrib><creatorcontrib>Gunkel,Robert C</creatorcontrib><creatorcontrib>Odom,Eugene C</creatorcontrib><creatorcontrib>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MISS</creatorcontrib><title>Development of a Structural Design Procedure for Rigid Airport Pavements</title><description>The development and formulation of a design procedure for rigid airport payments are presented. The design criteria used in the procedure are based on the tensile stress in the portland cement concrete (PCC) slab as computed by layered elastic theory and the strength of the PCC slab as measured in the flexural beam test. The criteria were developed by the analysis of some 60 test sections. Procedures are given for the characterization of the pavement materials both by laboratory testing and by typical values and/or correlation studies. The thickness requirements as determined by the new criteria are compared with the thickness as determined by present Corps of Engineers-Federal Aviation Administration design procedures. (Author)</description><subject>AIRPORTS</subject><subject>AS52E</subject><subject>AST04</subject><subject>CEMENTS</subject><subject>Ceramics, Refractories and Glass</subject><subject>Civil Engineering</subject><subject>CONCRETE</subject><subject>CORRELATION TECHNIQUES</subject><subject>ELASTIC PROPERTIES</subject><subject>EXPERIMENTAL DESIGN</subject><subject>FLEXURAL STRENGTH</subject><subject>PAVEMENTS</subject><subject>PE61102A</subject><subject>PE62719A</subject><subject>RIGIDITY</subject><subject>RUNWAYS</subject><subject>STRUCTURAL ENGINEERING</subject><subject>TENSILE STRESS</subject><subject>Terminal Flight Facilities</subject><subject>TEST METHODS</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1979</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNrjZPBwSS1LzckvyE3NK1HIT1NIVAguKSpNLiktSsxRcEktzkzPUwgoyk9OTSktSlVIyy9SCMpMz0xRcMwsKsgvKlEISCxLBekt5mFgTUvMKU7lhdLcDDJuriHOHropJZnJ8cUlmXmpJfGOLo4GZpamJhbGBKQBgrMxSg</recordid><startdate>197904</startdate><enddate>197904</enddate><creator>Parker,Frazier , Jr</creator><creator>Barker,Walter R</creator><creator>Gunkel,Robert C</creator><creator>Odom,Eugene C</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>197904</creationdate><title>Development of a Structural Design Procedure for Rigid Airport Pavements</title><author>Parker,Frazier , Jr ; Barker,Walter R ; Gunkel,Robert C ; Odom,Eugene C</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_ADA0695483</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1979</creationdate><topic>AIRPORTS</topic><topic>AS52E</topic><topic>AST04</topic><topic>CEMENTS</topic><topic>Ceramics, Refractories and Glass</topic><topic>Civil Engineering</topic><topic>CONCRETE</topic><topic>CORRELATION TECHNIQUES</topic><topic>ELASTIC PROPERTIES</topic><topic>EXPERIMENTAL DESIGN</topic><topic>FLEXURAL STRENGTH</topic><topic>PAVEMENTS</topic><topic>PE61102A</topic><topic>PE62719A</topic><topic>RIGIDITY</topic><topic>RUNWAYS</topic><topic>STRUCTURAL ENGINEERING</topic><topic>TENSILE STRESS</topic><topic>Terminal Flight Facilities</topic><topic>TEST METHODS</topic><toplevel>online_resources</toplevel><creatorcontrib>Parker,Frazier , Jr</creatorcontrib><creatorcontrib>Barker,Walter R</creatorcontrib><creatorcontrib>Gunkel,Robert C</creatorcontrib><creatorcontrib>Odom,Eugene C</creatorcontrib><creatorcontrib>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MISS</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Parker,Frazier , Jr</au><au>Barker,Walter R</au><au>Gunkel,Robert C</au><au>Odom,Eugene C</au><aucorp>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MISS</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>Development of a Structural Design Procedure for Rigid Airport Pavements</btitle><date>1979-04</date><risdate>1979</risdate><abstract>The development and formulation of a design procedure for rigid airport payments are presented. The design criteria used in the procedure are based on the tensile stress in the portland cement concrete (PCC) slab as computed by layered elastic theory and the strength of the PCC slab as measured in the flexural beam test. The criteria were developed by the analysis of some 60 test sections. Procedures are given for the characterization of the pavement materials both by laboratory testing and by typical values and/or correlation studies. The thickness requirements as determined by the new criteria are compared with the thickness as determined by present Corps of Engineers-Federal Aviation Administration design procedures. (Author)</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | eng |
| recordid | cdi_dtic_stinet_ADA069548 |
| source | DTIC Technical Reports |
| subjects | AIRPORTS AS52E AST04 CEMENTS Ceramics, Refractories and Glass Civil Engineering CONCRETE CORRELATION TECHNIQUES ELASTIC PROPERTIES EXPERIMENTAL DESIGN FLEXURAL STRENGTH PAVEMENTS PE61102A PE62719A RIGIDITY RUNWAYS STRUCTURAL ENGINEERING TENSILE STRESS Terminal Flight Facilities TEST METHODS |
| title | Development of a Structural Design Procedure for Rigid Airport Pavements |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-18T01%3A14%3A29IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-dtic_1RU&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=unknown&rft.btitle=Development%20of%20a%20Structural%20Design%20Procedure%20for%20Rigid%20Airport%20Pavements&rft.au=Parker,Frazier%20,%20Jr&rft.aucorp=ARMY%20ENGINEER%20WATERWAYS%20EXPERIMENT%20STATION%20VICKSBURG%20MISS&rft.date=1979-04&rft_id=info:doi/&rft_dat=%3Cdtic_1RU%3EADA069548%3C/dtic_1RU%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 |