Optimal Loop Placement And Models For Length-Based Vehicle Classification And Stop-And-Go Traffic,
2011
University of Cincinnati
Optimal Loop Placement And Models For Length-Based Vehicle Classification And Stop-And-Go Traffic, Heng Wei, Qingyi Ai, Deogratias Eustace, Ping Yi
Civil and Environmental Engineering and Engineering Mechanics Faculty Publications
Inductive loops are widely used nationwide for traffic monitoring as a data source for a variety of needs in generating traffic information for operation and planning analysis, validations of travel demand models, freight studies, pavement design, and even emission impact analysis of traffic operation. The loop data have also been used for vehicle length-based classification in many states including Ohio. The dual-loop detector consists of two single loop detectors which are placed apart at a fixed short distance, and this configuration enables the dual-loop detector data a potential real-time data source for speed and vehicle classifications. However, the existing dual-loop …
Developing A Retrofitting System To Mitigate Floodwall Failures Of New Orleans,
2011
University of Mississippi
Developing A Retrofitting System To Mitigate Floodwall Failures Of New Orleans, James Tyler Kidd
Electronic Theses and Dissertations
No abstract provided.
A Non-Invasive Assessment Of Moisture Content Of Municipal Solid Waste In A Landfill Using Resistivity Imaging,
2011
University of Texas at Arlington
A Non-Invasive Assessment Of Moisture Content Of Municipal Solid Waste In A Landfill Using Resistivity Imaging, Huda Shihada
Civil Engineering Dissertations - Archive
A bioreactor landfill is operated to enhance waste decomposition, gas production, and refuse stabilization. The fundamental aspect in the operation of a bioreactor landfill is the controlled addition of water and/or the recirculation of leachate into the landfill's waste mass. Since there is an increasing trend to operate landfills as bioreactor landfills, it is crucial to understand the moisture distribution within the landfill. Monitoring the moisture distribution within a bioreactor landfill is essential not only for the design and operation of leachate recirculation systems, but also to identify sites with non-uniform leachate distribution due to ponding and channeling.In the recent …
Design Of Short Drilled Shaft Foundations In High-Plasticity Clay Under Inclined Loading,
2011
University of Texas at Arlington
Design Of Short Drilled Shaft Foundations In High-Plasticity Clay Under Inclined Loading, Thornchaya Wejrungsikul
Civil Engineering Dissertations - Archive
Drilled shaft foundations are primarily used to support structures such as bridge piers, towers, buildings, transmission towers, and roadway cable barriers. Generally, the main characteristics of drilled shafts are to transfer the loads to the stronger layers in the vertical direction and also their ability to withstand lateral movements from lateral loads. Though the design of shafts are well established with respect to combinations of loads and moments, their behavior under pullout type inclined loading is not well established. The inclined load applied is the combination of lateral and uplift loads at the same time and structures such as ends …
Sustainable Reutilization Of Excavated Trench Material,
2011
University of Texas at Arlington
Sustainable Reutilization Of Excavated Trench Material, Rajini Kanth Reddy Karduri
Civil Engineering Theses - Archive
Sustainability is becoming a key factor in most construction projects. In most construction projects, personnel are spending efforts to understand the social, economic and environmental impacts of the various facets of construction projects. Geotechnical engineering can contribute to the sustainability of the project via selecting sustainable materials and construction processes that would to lead several tangible benefits. For example a pipeline generally runs through a long and varying terrain which results in innumerable environmental impacts during a pipeline installation. Therefore, it is necessary for the design engineer and also the owner to estimate these impacts of pipe installation and evaluate …
On The Effects Of The Circular Bolt Pattern On The Behavior Of The Extended End-Plate Connection,
2011
University of Texas at Arlington
On The Effects Of The Circular Bolt Pattern On The Behavior Of The Extended End-Plate Connection, Roozbeh Kiamanesh
Civil Engineering Dissertations - Archive
This study is pioneer in introducing the circular bolt pattern configuration in extended end-plate steel connections. Discovering the static and cyclic behavior of such connections is at the forefront of this research study. To accomplish this goal, full-scale experimental testing complemented with three dimensional non-linear finite element analysis were conducted. Due to the similarity between the behavior of T-Stubs under tension, and tension flange of the extended end-plate connection, experimental study was conducted on several T-Stub connections to study the effect of the bolt pattern configuration on the ductility, bolt force distribution, flange deformation, and overall performance of the connection. …
Robust Statistical Methods For Non-Normal Quality Assurance Data Analysis In Transportation Projects,
2011
University of Kentucky
Robust Statistical Methods For Non-Normal Quality Assurance Data Analysis In Transportation Projects, Mohammad Moin Uddin
University of Kentucky Doctoral Dissertations
The American Association of Highway and Transportation Officials (AASHTO) and Federal Highway Administration (FHWA) require the use of the statistically based quality assurance (QA) specifications for construction materials. As a result, many of the state highway agencies (SHAs) have implemented the use of a QA specification for highway construction. For these statistically based QA specifications, quality characteristics of most construction materials are assumed normally distributed, however, the normality assumption can be violated in several forms. Distribution of data can be skewed, kurtosis induced, or bimodal. If the process shows evidence of a significant departure from normality, then the quality measures …
Selection Of Source And Use Of Traffic Information In Emergency Situations,
2011
Old Dominion University
Selection Of Source And Use Of Traffic Information In Emergency Situations, R. Michael Robinson, Asad Khattak
VMASC Publications
The access and the use of advanced traveler information systems (ATISs) by drivers during normal commuting have been extensively assessed and analyzed. Emergency managers and transportation officials have extended the results of studies of ATIS use under routine conditions to emergency scenarios under the assumption that drivers' responses to information under emergency conditions mimic those seen under normal driving conditions. A recent survey of potential hurricane evacuees suggests the need to revisit this assumption. Results indicate that although commercial radio reports and variable message signs continue to be the sources of traffic information cited the most frequently, other information sources …
Estimation Of Pedestrian Safety At Intersections Using Simulation And Surrogate Safety Measures,
2011
University of Kentucky
Estimation Of Pedestrian Safety At Intersections Using Simulation And Surrogate Safety Measures, Nithin K. Agarwal
University of Kentucky Doctoral Dissertations
With the number of vehicles increasing in the system every day, many statewide policies across the United States aim to increase the use of non- motorized transportation modes. This could have safety implications because the interaction between motorists and non-motorists could increase and potentially increasing pedestrian-vehicle crashes. Few models that predict the number of pedestrian crashes are not sensitive to site-specific conditions or intersection designs that may influence pedestrian crashes. Moreover, traditional statistical modeling techniques rely extensively on the sparsely available pedestrian crash database.
This study focused on overcoming these limitations by developing models that quantify potential interactions between pedestrians …
Correlations Between Index Properties And Unconfined Compressive Strength Of Weathered Ocala Limestone,
2011
University of North Florida
Correlations Between Index Properties And Unconfined Compressive Strength Of Weathered Ocala Limestone, Raoaa Farah
UNF Graduate Theses and Dissertations
Weathering has a negative effect on both physical and engineering properties of rock specimens and rock masses. When rock masses are weathered it is often difficult to obtain core segments that are the correct size for unconfined compressive strength testing. Thus engineers must use index testing to estimate the strength of specimens for design purposes. This thesis relates the unconfined compressive strength to index strength tests of Ocala limestone. The relationships developed include weathering states of the specimens and proximity of unconfined compressive strength specimens to index specimens.
One hundred and ninety five specimens were classified using International Society for …
The Effect Of Loose Mix Aging On The Performance Properties Of Warm Asphalts,
2011
University of Kentucky
The Effect Of Loose Mix Aging On The Performance Properties Of Warm Asphalts, Thomas Martin Clements
University of Kentucky Master's Theses
Recent improvements in warm mix asphalt technologies have spurred an aggressive adoption of these new practices within the asphalt paving industry. Concerns have arisen among federal and state agencies about the effects of this line of products on the performance of asphalt pavements. An investigation of the effects of lowering mixing, aging and compactions temperatures while varying the loose mix aging time was performed. Hamburg Wheel Tracking, Flow Number, Dynamic Modulus and Fracture Energy testing were used to evaluate mechanistic properties of the materials.
Driven Pile Load Test Data For Load And Resistance Factor Design In Missouri,
2011
Missouri University of Science and Technology
Driven Pile Load Test Data For Load And Resistance Factor Design In Missouri, Joseph Ronson Cravens
Masters Theses
"The Missouri Department of Transportation (MoDOT) has recently migrated from allowable stress design (ASD) to load and resistance factor design (LRFD) of driven piles. This transition was initiated when the Federal Highway Administration (FHWA) issued a policy stating that all new bridge designs shall be designed in accordance with the American Association of State Highway and Transportation Officials (AASHTO) LRFD Bridge Design Specifications to eliminate the difference in design methodologies for bridge superstructures and bridge substructures. However, the resistance factors for driven piles specified in the AASHTO LRFD specifications are based on nationwide pile data, consisting of a wide range …
Evaluation Of The Orientation Of 90⁰ And 180⁰ Reinforcing Bar Hooks,
2011
Missouri University of Science and Technology
Evaluation Of The Orientation Of 90⁰ And 180⁰ Reinforcing Bar Hooks, Nichole Lynn Podhorsky
Masters Theses
"This thesis describes test results of a study initiated to evaluate the potential influence of hook tilt angle of standard reinforcing hooks on the bond strength of concrete. The topic of the evaluation of the orientation of 90 and 180 degree reinforcing bar hooks in concrete members was identified by the Concrete Reinforcing Steel Institute (CRSI) as high-priority for the reinforcing steel industry. In this test program, a series of single bar and multiple bar specimens were designed and tested to examine bar behavior and potential group effects that may exist in wide flexural members with multiple bars, such as …
Installation And Performance Evaluation Of Coaxial Cable Sensors For Crack And Corrosion Detection,
2011
Missouri University of Science and Technology
Installation And Performance Evaluation Of Coaxial Cable Sensors For Crack And Corrosion Detection, Iana Muchaidze
Masters Theses
"Even under service loads, reinforced concrete (RC) structures can develop cracks that result in excessive deflection of the structures and provide passages for moisture to corrode steel reinforcement. It is thus critical to develop a simple, cost-effective tool for real-time crack monitoring and associated corrosion detection that may affect the engineering maintenance of RC structures. The objectives of this study include: (1) to develop a die-cut manufacturing process of coaxial cables with spiral outer conductors, (2) to quantify the sensing properties of a miniaturized topology-based crack sensor, (3) to investigate the effectiveness of various sensor installation procedures in RC applications, …
Categorization And Experimental Evaluation Of Anchorage Systems For Fiber-Reinforced Polymer Laminates Bonded To Reinforced Concrete Structures,
2011
Missouri University of Science and Technology
Categorization And Experimental Evaluation Of Anchorage Systems For Fiber-Reinforced Polymer Laminates Bonded To Reinforced Concrete Structures, Stephen V. Grelle
Masters Theses
"While externally-bonded fiber-reinforced polymer (FRP) composites are commonly used for the strengthening of structurally deficient reinforced concrete (RC) members, the topic of anchoring FRP to concrete to achieve higher design strengths has not been addressed. Many innovative systems have been developed to anchor FRP to concrete, but the research involving these anchorage systems is not centralized and is therefore difficult to access. Additionally, systematic testing procedures for evaluating the strength of an anchorage system have not been widely used. To aid in the organization of anchorage system research and facilitate a better understanding of anchorage system behavior, a categorization system …
Development And Testing Of Chemically-Based Self-Consolidating Concrete,
2011
Missouri University of Science and Technology
Development And Testing Of Chemically-Based Self-Consolidating Concrete, Mark Daniel Ezzell
Masters Theses
"Self-consolidating concrete (SCC) possesses several characteristics that can benefit the concrete construction industry including accelerated construction, a reduction in labor and equipment, and a reduction in construction noise through eliminating or reducing the need to vibrate the concrete. However, SCC has some potential downsides. These problems can usually be attributed to higher paste content, higher fines content, rounder aggregate, and higher water to cement (w/c) ratios used to increase the flow of the concrete. The goal of this research project was to develop a SCC that had improved material properties through the use of chemical admixtures instead of modifications to …
Particulate Organic Carbon Fate And Transport In A Lowland, Temperate Watershed,
2011
University of Kentucky
Particulate Organic Carbon Fate And Transport In A Lowland, Temperate Watershed, William Isaac Ford Iii
University of Kentucky Master's Theses
Small lowland agricultural systems promote conditions where benthic biological communities can thrive. These biogeochemical processes have significant impacts on terrestrial ecosystem processes including POC flux and fate, nutrient balances, water quality budges, and aquatic biological functioning. Limited information is available on coupled biological and hydrologic processes in fluvial systems. This study investigates the mixture of biological and hydrologic processes in the benthic layer in order to understand POC cycling in the South Elkhorn system. Further, comprehensive modeling of POC flux in lowland systems has not been performed previously and the behavior of potentially controlling variables, such as hydrologic forcing and …
Evaluation And Recommendation Of Mix Design For Emulsion Stabilized Bases,
2011
University of Texas at El Paso
Evaluation And Recommendation Of Mix Design For Emulsion Stabilized Bases, Samuel Franco
Open Access Theses & Dissertations
Asphalt emulsion has been used for base material stabilization in a few TxDOT districts. Results from these practices were quite different. The initial performance of two projects on US287 constructed around 2000 in the Amarillo District has been found to be satisfactory. However, the Yoakum District has reported problems with asphalt emulsion for base work in a project on FM 237. The preliminary conclusion from these trials has been that asphalt emulsion may not perform well in the high humidity/high rainfall areas like east Texas. On the other hand, using calcium-based additives to stabilize base courses in road construction has …
Study Of Probabilistic Approach For Structural Health Assessment Of Aerospace Structures,
2011
University of Texas at El Paso
Study Of Probabilistic Approach For Structural Health Assessment Of Aerospace Structures, Jose Antonio Garcia
Open Access Theses & Dissertations
Current practical approaches used in structural health assessment programs of aerospace structures involve performing a fracture mechanics analysis to verify the safe life of structural components. The analysis typically makes several conservative assumptions implemented by NASA fracture control standard practices for critical structural components. This well-established paradigm for fracture control follows a deterministic approach and, in some cases, the calculations may produce overly conservative remaining life estimates.
This thesis describes the results of a study to approach the health assessment challenge of several critical components using probabilistic methods. The probabilistic analysis takes the current deterministic model and identifies variables that …
Determination Of Critical Parameters For Solar Probe Plus Shielding,
2011
University of Texas at El Paso
Determination Of Critical Parameters For Solar Probe Plus Shielding, Sergio Rafael Mendez
Open Access Theses & Dissertations
A methodology to determine critical design parameters such as critical "design" particle size, and critical "design" impact speed for the shielding of the Solar Probe Plus spacecraft was developed in this thesis. Several critical components and surfaces of the spacecraft such as the Solar Array North, the Thermal Protection System, and the ISIS Instruments were analyzed in this study. The methodology determines the critical "design" particle size based on the required reliability or probability of no impact. Current NASA methods do not provide means to calculate critical "design" impact speeds for missions such as Solar Probe Plus, where the distributions …
