Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/46597
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dc.contributor.authorScott, Dylan A.-
dc.contributor.authorWood, Stephanie G.-
dc.contributor.authorGreen, Brian H.-
dc.contributor.authorSonger, Bradford P.-
dc.creatorGeotechnical and Structures Laboratory (U.S.)-
dc.date.accessioned2023-03-15T17:00:05Z-
dc.date.available2023-03-15T17:00:05Z-
dc.date.issued2023-03-
dc.identifier.govdocERDC/GSL SR-23-1-
dc.identifier.urihttps://hdl.handle.net/11681/46597-
dc.identifier.urihttp://dx.doi.org/10.21079/11681/46597-
dc.descriptionSpecial Reporten_US
dc.description.abstractUltra-high performance concrete (UHPC) is a relatively modern class of concrete with properties that include very high compressive strengths, increased tensile strengths, very low permeability, and superior durability compared to conventional, normal-strength concrete. As research of this material continues to progress, its applications under both military and civil works categories expand. However, mixture and structural design guidance using UHPC is limited, particularly in the United States. This special report provides an overview of UHPC as initial guidance for the US Army Corps of Engineers (USACE) so that the material may be more easily utilized in civil works infrastructure. The information contained in this report is based on years of experience researching and developing UHPC at the US Army Engineer Research and Development Center (ERDC) and is intended to be a basis for the incorporation of this material class into USACE Engineer Manual (EM) 1110-2-2000, Standard Practice for Concrete for Civil Works Structures, when it is next updated.en_US
dc.description.sponsorshipUnited States. Army. Corps of Engineers.en_US
dc.description.tableofcontentsAbstract............................................................................................................. ii Preface..............................................................................................................iv 1 Introduction ................................................................................................. 1 1.1 Background ......................................................................................... 1 1.2 Purpose............................................................................................... 1 2 General ........................................................................................................ 2 3 Definition ..................................................................................................... 3 4 Materials ..................................................................................................... 4 4.1 Portland cement properties ................................................................... 4 4.2 Supplementary cementitious materials (SCMs) ....................................... 5 4.3 Cementitious materials content ............................................................. 5 4.4 Aggregates........................................................................................... 6 4.5 Fiber reinforcement .............................................................................. 6 4.6 High-range water-reducing admixture (HRWRA) ....................................... 7 5 Commercial or Proprietary UHPC .................................................................... 8 6 Mixture Proportioning ................................................................................... 9 7 Material Handling ....................................................................................... 10 8 Mixing ....................................................................................................... 11 9 Preparation for Placing................................................................................ 12 10 Placement ................................................................................................. 13 11 Workability ................................................................................................. 14 12 Surface Finishing ........................................................................................ 15 13 Curing........................................................................................................ 16 14 Testing of Hardened Specimens ................................................................... 17 15 Advantages and Limitations ......................................................................... 18 References ...................................................................................................... 19 Acronyms and Abbreviations .............................................................................. 22 Report Documentation Page-
dc.format.extent30 pages / 796.84 kB-
dc.format.mediumPDF-
dc.language.isoen_USen_US
dc.publisherEngineer Research and Development Center (U.S.)en_US
dc.relation.ispartofseriesSpecial Report (Engineer Research and Development Center (U.S.)) ; no. ERDC/GSL SR-23-1-
dc.rightsApproved for Public Release; Distribution is Unlimited-
dc.sourceThis Digital Resource was created in Microsoft Word and Adobe Acrobat-
dc.subjectUltra-high performance concrete (UHPC)en_US
dc.subjectHandbooks and manualsen_US
dc.subjectHigh strength concrete–Standardsen_US
dc.subjectHigh strength concrete–Specificationsen_US
dc.titleSuggested updates for the inclusion of guidance on ultra-high performance concrete to USACE Engineering Manual 1110-2-2000, Standard Practice for Concrete for Civil Works Structuresen_US
dc.typeReporten_US
Appears in Collections:Special Report

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