This Is AuburnElectronic Theses and Dissertations

Browsing by Author "Schindler, Anton"

Now showing items 1-20 of 41

Acoustic Emission Testing of Repaired Prestressed Concrete Bridge Girders 

Hadzor, Thomas (2011-05-04)
Acoustic emission (AE) monitoring has proven to be a useful nondestructive testing tool in ordinary reinforced concrete beams. Over the past decade, however, the technique has been used to test other concrete structures ...

Alternative Fuels and Their Effects on Portland Cement 

Folta, Aaron (2010-07-19)
The production of portland cement is a complex process involving several materials, complex systems, and temperatures on the order of 1500 °C. Non-renewable fossil fuels such as coal, petroleum coke, and natural gas have ...

Alternative Solid Fuels for the Production of Portland Cement 

Akkapeddi, Srikanth (2008-12-15)
Portland cement manufacturing involves the combustion of fuels with various raw materials at approximately 2,700 °F (1,500 °C) to produce clinker. Fuel costs and environmental concerns have encouraged the cement industry ...

The Application of Self-Consolidating Concrete (SCC) in Full Scale Drilled Shafts 

Gallet, Phillip (2010-08-09)
Drilled shafts are being built larger and deeper, and this has increased the challenge in creating quality drilled shafts. Due to longer placement times and more required reinforcement, problems have been discovered with ...

Assessment of the Coefficient of Thermal Expansion of Alabama Concrete 

Sakyi-Bekoe, Kwame (2008-12-15)
The coefficient of thermal expansion (CTE) is a fundamental property of portland cement concrete. It represents the change in unit length of concrete per degree of temperature change. The CTE is a very important property ...

Behavior of a Damaged Prestressed Concrete Bridge Repaired with Fiber-Reinforced Polymer Reinforcement 

Bullock, Wesley (2011-08-08)
After the construction of elevated portions of I-565 in Huntsville, Alabama, cracks were discovered in numerous prestressed concrete bulb-tee bridge girders that were constructed to exhibit continuous behavior in response ...

Characterization of the Behavior of High Volume Fly Ash Concrete 

Keith, Kevin (2011-08-11)
Fly ash is commonly used as a supplementary cementitious material (SCM) in the production of portland cement concrete. Concrete produced with high fly ash replacement levels is considered high volume fly ash (HVFA) concrete. ...

Creep and Shrinkage Behavior of Concrete in Segmental Bridge Applications 

Cooper, Grant (2020-11-23)
The objective of this study is to accurately predict creep and shrinkage behavior of concrete in the I-59/I-20 segmental bridge located in downtown Birmingham, Alabama. In order to quantify creep and shrinkage, four different ...

Creep and Shrinkage Behavior of Concrete in Segmental Bridge Construction 

Richey, Daniel (2018-11-15)
This thesis is aimed at quantifying the shrinkage and creep behavior of the I-59/I-20 segmental bridge located in downtown Birmingham, Alabama. Also, two laboratory concrete mixtures of different coarse aggregate types ...

Creep Behavior of Self-Consolidating Concrete 

Kavanaugh, Bryan (2008-08-15)
Self-consolidating concrete (SCC) is a highly flowable material that has the ability to improve the quality and durability of structures; however, much is still unknown about the hardened properties of this material, ...

Development of a Mass Concrete Specification for Use in ALDOT Bridge Construction 

Gross, Eric (2017-08-29)
Special precautions must be taken when constructing concrete elements designated as mass concrete. These precautions may be satisfied through the formation of a mass concrete specification. Temperature requirements must ...

Development of Implementation Guidelines to Assess the Strength of Soil Cement Base in Alabama 

Mueller, Emily (2020-11-16)
Soil cement is a mixture of soil, portland cement, and water that forms a strong, durable, frost-resistant pavement base once compacted and cured. Variation among construction practices and concerns of current quality ...

Development of Jobsite Cylinder Curing Practices for the Alabama Concrete Industry 

Fleming, Kyle (2023-04-24)
In concrete construction projects, quality assurance test cylinders are made to evaluate the quality of the concrete delivered to a jobsite. In order to accurately evaluate these cylinders, they must be cured according to ...

Development of Specifications for ALDOT Mass Concrete Construction 

Eiland, Andrew (2016-12-09)
In mass concrete construction, concrete temperature requirements must be established to prevent delayed ettringite formation (DEF) and thermal cracking. This involves limiting the maximum allowable concrete temperature ...

Durability of Nitinol for Structural Applications 

McCarty, David (2006-08-15)
Nitinol is a shape memory alloy that has recently been studied for its suitability as a material in energy dissipation devices in structures. The alloy has excellent structural capabilities in terms of strength and ...

Early-Age Behavior of Lightweight Aggregate Concrete 

Byard, Benjamin (2011-11-28)
Early-age cracking can be a severe problem in concrete as it can reduce the service life of the structure. In this project the early-age behavior of concrete was measured, evaluated, and modeled. The early-age stress ...

The Effect of Initial Curing Temperature and Duration on the 28-Day Compressive Strength of Concrete 

White, Jackson (2023-04-19)
The objective of this study was to determine the effect of initial curing temperature and duration on the 28-day compressive strength of concrete. To determine the relationship between initial curing temperature and duration ...

Effect of Lightweight Aggregate on Early-Age Cracking of Mass Concrete 

Tankasala, Aravind (2017-12-06)
Early-age cracking in mass concrete structures is a severe problem which could lead to long-term serviceability related problems in the structure. In this dissertation, the effect of using lightweight aggregates (LWAs) on ...

The Effectiveness of Self-Consolidating Concrete (SCC) for Drilled Shaft Construction 

Dachelet, Darren (2008-08-15)
Due to increasing design requirements and the advancement in technology, deep foundations have become larger and more congested over the years. Reinforcement congestion required to resist high lateral forces, has lead to ...

Evaluation of Early-Age Cracking Sensitivity in Bridge Deck Concrete 

Rao, Akash (2008-12-15)
Early-age cracking is a problem in bridge deck concrete as it can have several detrimental effects on long-term behavior and durability. The primary objective of this project was to evaluate the early-age cracking tendency ...