Synthesis and evaluation of lightweight concrete research relevant to the AASHTO LRFD bridge design specifications : potential revisions for definition and mechanical properties.
Greene, G., & Graybeal, B. A. (2012). Synthesis and evaluation of lightweight concrete research relevant to the AASHTO LRFD bridge design specifications : potential revisions for definition and mechanical properties (Report No. FHWA-HRT-13-030;NTIS PB2013-102359). United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development. https://rosap.ntl.bts.gov/view/dot/25684
Greene, Gary and Benjamin A. Graybeal. Synthesis and evaluation of lightweight concrete research relevant to the AASHTO LRFD bridge design specifications : potential revisions for definition and mechanical properties. Report no. FHWA-HRT-13-030;NTIS PB2013-102359. United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development, 2012. https://rosap.ntl.bts.gov/view/dot/25684.
Greene, Gary, and Benjamin A. Graybeal Synthesis and evaluation of lightweight concrete research relevant to the AASHTO LRFD bridge design specifications : potential revisions for definition and mechanical properties. United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development, 2012, Report no. FHWA-HRT-13-030;NTIS PB2013-102359, ROSA P. https://rosap.ntl.bts.gov/view/dot/25684.
Much of the fundamental basis for the current lightweight concrete provisions in the AASHTO LRFD Bridge
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Design Specifications is based on research of lightweight concrete (LWC) from the 1960s. The LWC that was
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part of this research used traditional mixes of coarse aggregate, fine aggregate, portland cement, and water.
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Broad-based advancement in concrete technology over the past 50 years has given rise to significant
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advancements in concrete mechanical and durability performance. The purpose of this document is to give
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members of AASHTO Subcommittee on Bridges and Structures T-10 the opportunity to begin considering
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specific proposed revisions to provisions related to LWC within Chapter 5 of the AASHTO LRFD
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Specifications. A framework for addressing LWC in the specifications is proposed wherein the definition of
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LWC, the mechanical properties of LWC, and a reduction factor relevant to LWC structural performance is
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discussed. This document served as supplemental information in support of the discussion that occurred at the
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September 2012 T-10 meeting in Nashville, Tennessee.
Greene, G., & Graybeal, B. A. (2012). Synthesis and evaluation of lightweight concrete research relevant to the AASHTO LRFD bridge design specifications : potential revisions for definition and mechanical properties (Report No. FHWA-HRT-13-030;NTIS PB2013-102359). United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development. https://rosap.ntl.bts.gov/view/dot/25684
Greene, Gary and Benjamin A. Graybeal. Synthesis and evaluation of lightweight concrete research relevant to the AASHTO LRFD bridge design specifications : potential revisions for definition and mechanical properties. Report no. FHWA-HRT-13-030;NTIS PB2013-102359. United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development, 2012. https://rosap.ntl.bts.gov/view/dot/25684.
Greene, Gary, and Benjamin A. Graybeal Synthesis and evaluation of lightweight concrete research relevant to the AASHTO LRFD bridge design specifications : potential revisions for definition and mechanical properties. United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development, 2012, Report no. FHWA-HRT-13-030;NTIS PB2013-102359, ROSA P. https://rosap.ntl.bts.gov/view/dot/25684.
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