This Is AuburnElectronic Theses and Dissertations

Browsing by Department "Civil Engineering"

Now showing items 101-120 of 394

Development of User-Guided Program for Predicting Time-Dependent Deformations in Prestressed Bridge Girders 

Schrantz, Claire (2012-01-12)
A Visual Basic (VB) computer program was developed to predict time-dependent deformations and associated material stresses in prestressed concrete bridge girders. The VB program allows the user to select a model for the ...

Development, Experimentation, and Implementation of a Gap Damper System to Limit Displacements in Extreme Ground Motions 

Rawlinson, Taylor (2015-05-05)
Studies have shown the effectiveness of providing supplemental energy dissipation in base-isolated structures to reduce displacements at the isolation level, often with consequences to superstructure performance. A previous ...

Development, Numerical Implementation, and Application of Methods to Simulate Solute Transport Processes in Porous Media Systems 

Bedekar, Vivek (2019-04-16)
Solute transport in porous media has been the attention of a plethora of studies over the last several decades. This research identifies gaps in existing knowledge within the realm of solute transport in porous media systems ...

Development, Testing, and Analysis of a Rotational Friction Connection for Improving the Seismic Performance of Metal Building Systems with Hard Walls 

Langley, Michael (2018-07-27)
The use of metal building systems has become commonplace in today’s society. For well over two decades, the performance of metal building systems during seismic events has been the subject of intense research. It was ...

Dewatering Rock Crushing Fines Using Geotextile Tubes 

Myers, William, Jr. (2010-01-06)
A study on dewatering rock crushing fines using geotextile tubes was conducted. The laboratory portion included rapid dewatering tests and hanging bag tests to evaluate the dewatering efficiencies of the geotextiles as ...

Documentation of the Rapid Replacement of Four GDOT Bridge Decks 

Umphrey, Joshua (2006-05-15)
The Alabama Department of Transportation (ALDOT) has many interstate bridges near downtown Birmingham which have good substructures and superstructures, but suffer from significant deck cracking and deterioration. The ...

Drained Residual Strength of Expansive Soils Causing Pavement Distress along Alabama Highway 5 

Kennedy, Lydia (2019-11-15)
A segment of Alabama Highway 5 (AL-5) located in Perry County, Alabama has been experiencing severe pavement distress that is mostly caused by the behavior of soil beneath the roadway. AL-5 is a farm-to-market road that ...

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 ...

Dynamics of Saltwater Intrusion Processes in Saturated Porous Media Systems 

Chang, Sun Woo (2012-08-14)
The overarching goal of this dissertation is to contribute towards a better understanding of the dynamics of saltwater intrusion and the associated transport processes in coastal groundwater systems. As a part of this ...

Early Characterization and Performance of a Flexible Thick Lift Pavement 

McCarty, Caroline (2019-12-05)
The South Carolina Department of Transportation (SCDOT) has recently been experimenting with thick lift paving to increase construction speed and facilitate faster access to traffic. However, there has been limited research ...

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 ...

Early-age cracking of mass concrete structures 

Meadows, Jason (2007-05-15)
Early-age cracking is a recurring problem in many mass concrete structures. Currently agencies tend only to limit the maximum temperature difference that may develop in a mass concrete structure in an attempt to mitigate ...

Earthquake Induced Inelastic Demands on Buckling Restrained Braces 

Xie, Zhongliang (2015-07-29)
Buckling restrained braces (BRBs) show an increasing popularity in modern designs due to their high ductility capacity over conventional braces. Non-linear tests on isolated BRBs have shown the symmetrical hysteresis ...

An Ecologically-Sustainable Surface Water Withdrawal Framework For Cropland Irrigation-A case study in Alabama 

Gupta, Anand (2009-04-22)
Agricultural production in the State of Alabama, USA, mostly depends on natural rainfall. Because of this and also because of low and uncertain precipitation levels during growing seasons, agricultural production in Alabama ...

Effect of Core Geometry and Size on Concrete Compressive Strength 

Carroll, Adam (2014-11-06)
To evaluate the in-place concrete strength for acceptance for a structural member with potentially substandard strength, the compressive strength of cores may be required for assessment. Depending on the geometry and size ...

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 ...

Effect of Mixture Properties and Testing Protocol on Moisture Susceptibility of Asphalt Mixtures 

Leatherman, Kristoffer (2012-07-25)
While cracking and rutting are the most prevalent distresses for asphalt mixtures, moisture susceptibility of asphalt mixtures which can lead to distresses such as raveling, loss of adhesion, and stripping is a commonly ...

Effectiveness of pavement preservation treatments on the structural health of the pavement 

Rahman, Md Towhid Ur (2019-11-25)
Pavement preservation treatments are widely applied for surface condition restoration based on different purposes and extent of surface damage. No significant study has been executed on if the preservation treatments provide ...

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 ...

Effectiveness of Silane in Mitigating Alkali-Silica Reaction in the Bibb Graves Bridge 

Johnson, Darren (2013-11-11)
The Bibb Graves Bridge is in Wetumpka, Alabama, and it has severe damage caused by alkali-silica reaction (ASR) in two of its fourteen reinforced concrete arches. A silane-based, ASR mitigation procedure was developed and ...