Index Catalog // ScholarsArchive@OSU

Toward a mixture design methodology for internally cured concrete that considers filling specific pore sizes caused by self-desiccation

Creator:: Montanari, Luca
Abstract:: Internal curing is a term used to describe a process in which curing water is provided to a concrete mixture from inside the mixture. Internal curing water has typically been provided in North America mixtures by using prewetted porous materials, like fine lightweight aggregate (FLWA). Alternative materials, such as superabsorbent...
Resource Type:: Masters Thesis
Full Text:: Sizes Caused by Self-Desiccation Abstract approved: W. Jason Weiss Internal curing is a

Use of fly ash in the mitigation of alkali-silica reaction in concrete

Creator:: Schwing, Kelsea
Abstract:: Alkali-silica reaction (ASR) is one of the leading causes of concrete deterioration throughout the world, and affects both structural and non-structural elements. Despite strong research efforts since its discovery by Stanton in the late 1930s, this deteriorating reaction is still not clearly understood nor are proper preventative measures effectively applied...
Resource Type:: Masters Thesis
Full Text:: : Jason H. Ideker Alkali-silica reaction (ASR) is one of the leading causes of concrete deterioration

A Comprehensive Mechanistic Study on Using Fine Lightweight Aggregate to Mitigate Alkali-silica Reaction

Creator:: Li, Chang
Abstract:: Previous research has shown that using fine lightweight aggregate (FLWA) can be a promising strategy to mitigate alkali-silica reaction (ASR) in mortar and concrete. While several possible theories were proposed by researchers, discrepancies in testing methods, materials, and supporting evidence still exist. Therefore, this study was initiated. There are two...
Resource Type:: Dissertation
Full Text:: Jason H. Ideker Previous research has shown that using fine lightweight aggregate (FLWA) can be

The role of alumina in the mitigation of alkali-silica reaction

Creator:: Warner, Skyler J.
Abstract:: The use of fly ash as a supplementary cementitious material (SCM) has increased in the last century due to its various environmental benefits as a recycled product. Within the last 60 years, it has been found that it can be used to effectively control damage induced by Alkali-Silica Reaction. However,...
Resource Type:: Masters Thesis
Full Text:: : The Role of Alumina in the Mitigation of Alkali-Silica Reaction Abstract approved: Jason H

Shrinkage study of high performance concrete for bridge decks

Creator:: Fu, Tengfei
Abstract:: In the field of civil infrastructure, bridge desks are typically constructed using high performance concrete (HPC). Concrete bridge decks demand qualities such as low permeability, high abrasion resistance, superior durability, and long design life. Over decades of field and laboratory experience, many HPC bridge decks have been found to be...
Resource Type:: Dissertation
Full Text:: Dr. Jason H. Ideker In the field of civil infrastructures, bridge decks have been widely

The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC)

Creator:: Bañuelos, José
Abstract:: High Performance Concrete (HPC) is used in our crucial pieces of infrastructure, such as bridge decks, due to its enhanced durability and engineering properties. However, HPC is highly susceptible to early-age cracking. Cracking within the first months of a bridge deck’s lifespan can severely hinder its long-term performance and durability....
Resource Type:: Masters Thesis
Full Text:: Jason H. Ideker High Performance Concrete (HPC) is used in our crucial pieces of infrastructure

Improving the Performance of High Early Strength Concrete by Controlling Self-Desiccation and Mitigating Shrinkage

Creator:: Wilson, Cameron A.
Abstract:: High early strength (HES) concrete is becoming increasingly used to repair damaged concrete pavement sections. The use of HES concrete enables the repaired pavement to be opened to traffic within hours of placing the concrete. A common approach used for the rapid repair of concrete pavement consists of closing a...
Resource Type:: Masters Thesis
Full Text:: Mitigating Shrinkage Abstract approved: W. Jason Weiss Jason Ideker

A Comparison of Formation Factor to Standard Methods to Evaluate Transport Properties

Creator:: Whatley, Samantha N.
Abstract:: Chloride-induced corrosion is one of the primary causes of the degradation of reinforced steel in concrete structures. Currently, the rapid chloride permeability test (RCPT) is the most specified method to determine the concrete’s resistivity to chloride ingress, thus a determining factor in assessing the durability of concrete. While it is...
Resource Type:: Masters Thesis
Full Text:: : Jason H. Ideker Chloride-induced corrosion is one of the primary causes of the degradation of

Durability and Performance of High Early Strength Concrete for Structural Bridge Deck Overlays

Creator:: Smith, Jeremy A.
Abstract:: High early strength concrete (HESC) allows for faster construction with less impact on traffic, thus reducing the indirect costs associated with a project. There are multiple methods for achieving early strength, such as alternative cements like calcium sulfoaluminate (CSA) or chemically accelerated portland cements. The standard criteria for an HESC...
Resource Type:: Masters Thesis
Full Text:: : ______________________________________________________ Jason H. Ideker High early strength concrete (HESC) allows for faster construction with

Evaluation of the Efficiency of Supplementary Cementitious Materials to Prevent Alkali-Silica Reaction in Concrete with Highly and Very Highly Reactive Aggregates

Creator:: Chopperla, Krishna Siva Teja
Abstract:: The most common test methods to evaluate alkali-silica reaction (ASR), the concrete prism test (CPT) and the accelerated mortar bar tests (AMBT), have limitations and are not entirely reliable in terms of predicting the performance of concrete with prevention measures under field conditions. In this study, the miniature concrete prism...
Resource Type:: Dissertation
Full Text:: : ______________________________________________________ Jason H. Ideker The most common test methods to evaluate

ScholarsArchive@OSU

Toward a mixture design methodology for internally cured concrete that considers filling specific pore sizes caused by self-desiccation

Use of fly ash in the mitigation of alkali-silica reaction in concrete

A Comprehensive Mechanistic Study on Using Fine Lightweight Aggregate to Mitigate Alkali-silica Reaction

The role of alumina in the mitigation of alkali-silica reaction

Shrinkage study of high performance concrete for bridge decks

The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC)

Improving the Performance of High Early Strength Concrete by Controlling Self-Desiccation and Mitigating Shrinkage

A Comparison of Formation Factor to Standard Methods to Evaluate Transport Properties

Durability and Performance of High Early Strength Concrete for Structural Bridge Deck Overlays

Evaluation of the Efficiency of Supplementary Cementitious Materials to Prevent Alkali-Silica Reaction in Concrete with Highly and Very Highly Reactive Aggregates

Limit your search

Academic Affiliation

Advisor

Commencement Year

Committee Member

Creator

Contributor

Date

Decade

Degree Field

Degree Level

Degree Name

File Format

Language

License

Non-Academic Affiliation

Peer Reviewed

Resource Type

Rights Statement

Subject

Search Constraints

Search Results

Limit your search