Performance Characteristics Of Polyethylene Terephthalate (Pet) Modified Asphalt,
2015
Georgia Southern University
Performance Characteristics Of Polyethylene Terephthalate (Pet) Modified Asphalt, Matthew D. Earnest
College of Graduate Studies: Theses & Dissertations
Polyethylene terephthalate (PET) plastic is utilized primarily in food and beverage packaging. Although a portion of waste PET is recycled, the majority of the waste is buried in landfills. Therefore, the use of ground PET particles in asphalt may provide an environmentally friendly solution for the disposal of large quantities of PET waste. This study evaluated the performance of PET as an asphalt modifier with both asphalt binder and asphalt mixture testing. The binder testing was conducted on wet process blends produced with a high shear mixer at PET contents of 5, 10, and 15 percent by weight of the …
Statistical Approach To Design For Fall Prevention In Construction,
2015
Wayne State University
Statistical Approach To Design For Fall Prevention In Construction, Kyunghwan Kim
Wayne State University Theses
During the past decades, the construction industry has been considered as one of the most vulnerable field to work-related injuries and fatalities, and fall accidents are the leading causes accounting for about one-third of the total fatal injuries happened in construction. Furthermore, more than 30% of fall fatal cases occurred in the projects under $ 300K in Korea where construction workers' safety and health are not usually considered as top priorities because the contractors, who are normally small sized construction firms or self-employed, do not have safety budget to deal with construction workers' safety.
In this respect, this study focused …
A Study Of Uplift Capacity Of Pipeline In Soils,
2015
Faculty of Engineering
A Study Of Uplift Capacity Of Pipeline In Soils, Khamnoy Kounlavong
Chulalongkorn University Theses and Dissertations (Chula ETD)
This thesis aims to analyze the uplift capacity of a burial pipeline in two types of soil namely cohesionless soils and cohesive-frictional soils. Finite element analysis with two dimensional plain strain condition were employed to model and determine the limit load of this problem. Cohesionless and cohesive-frictional soils were model as Mohr-coulomb materials in the drained condition while a pipeline was modeled as plate element with an elastic material with high axial and bending stiffness to ensure its rigid behavior. Parametric studies of cohesionless soils and cohesive-frictional soils were performed to study effects of dimensionless variables, including 1) embedment depth …
Numerical And Experimental Studies Of Undercut Slopesinclined Along A Bedding Plane,
2015
Faculty of Engineering
Numerical And Experimental Studies Of Undercut Slopesinclined Along A Bedding Plane, Rithy Ouch
Chulalongkorn University Theses and Dissertations (Chula ETD)
Slope failures along a bedding plane were critical issues and mostly happened in an open pit mining project such as the Mae Moh Mine, Thailand. The prediction of maximum width to which the slope remains stable after an excavation process is required. The aim of this research is to investigate the stability and failure mechanisms of undercut slopes with and without shear pins resting on a bedding plane by means of physical and numerical models. Physical models of slip tests and undercut slopes were made of the humid silica sand No. 6 with 10% of water content and rested on …
Alternative Fatigue Cracking Resistance Assessment Criteria Of Asphalt Mixtures With Overlay Tester,
2015
University of Texas at El Paso
Alternative Fatigue Cracking Resistance Assessment Criteria Of Asphalt Mixtures With Overlay Tester, Alejandro Miramontes
Open Access Theses & Dissertations
The accumulation of damage due to cracking of hot mix asphalt (HMA) layers under repeated loading along with the climatic effects is known as fatigue cracking. The Overlay Tester (OT) has been implemented or considered by several highway agencies as an index to evaluate the cracking susceptibility and resistance to cracking of asphalt mixtures in the laboratory. The performance indicator used to measure the quality of the HMA mixes is the number of cycles that a specimen may resist during the test until the crack appears and fully propagates to the top of the specimen. The repeatability of the number …
Moisture Susceptibility Of Dense Graded Asphalt Concrete Using Cyclic Moistue Induced Stress Tester,
2015
University of Texas at El Paso
Moisture Susceptibility Of Dense Graded Asphalt Concrete Using Cyclic Moistue Induced Stress Tester, Sarvesh Dip Dhakal
Open Access Theses & Dissertations
Moisture damage in asphalt concrete causes loss in mechanical properties of asphalt material due to the presence of moisture in its microstructures in a liquid or a vapor state. Some of the common types of distress observed in asphalt pavements due to moisture damage are stripping (separation of asphalt binder and aggregate), raveling (dislodgement of aggregate particles in asphalt mixture from surface), and hydraulic scour (a process that occurs on a saturated surface by which the pavement material is eroded due to dynamic action of tires in the presence of water). This Thesis focuses on the research on the effects …
Comparison Of Bicycle Transportation Systems In El Paso And Prague,
2015
University of Texas at El Paso
Comparison Of Bicycle Transportation Systems In El Paso And Prague, Jose C Hernandez
Open Access Theses & Dissertations
Bicycle transportation infrastructure has an important role in bicycle transportation mode. Every year there are hundreds of accidents where bicyclist are involve, because there is not a good infrastructure for bicycles in the roads bicyclists have a potential risk. One of the main purposes is maintain the bicyclistsâ?? safety in the roads to attract more people to use this eco-friendly transportation mode. The goal of this Thesis is compare the bicycle infrastructure in two different countries, United States and Czech Republic. The history and the main terminology are described in firsts chapters. Based on law and regulations, design criteria and …
A Stochastic Approach For Pavement Condition Projections And Budget Needs For The Mtc Pavement Management System,
2015
University of Texas at El Paso
A Stochastic Approach For Pavement Condition Projections And Budget Needs For The Mtc Pavement Management System, Rafael Arturo Ramirez Flores
Open Access Theses & Dissertations
Pavement management decision-making is the most important task for officials in transportation agencies, who develop maintenance and rehabilitation programs. Information about historical pavement network performance is needed for decision-making; pavement management systems (PMS) provide means to organize road network data to improve the pavement network condition. PMS have prediction performance models to forecast the future condition of the pavement networks with information required for decision-making; these models can be deterministic or probabilistic. Pavement performance deterministic models are commonly used in PMS, but they do not consider the uncertainty in forecasting pavement performance. Pavement performance depends on many random factors like …
Recovery Of Nutrient Nitrogen From Municipal Wastewater Residuals By Gas Membrane Separation,
2015
University of Texas at El Paso
Recovery Of Nutrient Nitrogen From Municipal Wastewater Residuals By Gas Membrane Separation, Evelyn Rios
Open Access Theses & Dissertations
There are relatively high amounts of ammonia returned to the headworks of a municipal wastewater plant that are extracted from the dewatering process. This ammonia load contributes to a significant oxygen demand in the secondary treatment, requiring greater air blower energy costs. This goal of this research was to evaluate the feasibility of the recovery of an ammonium sulfate product from belt press filtrate. The objectives of this research were to: (1) analyze wastewater treatment average monthly data flows and constituents with respect to ammonia nitrification, (2) the evaluate the technical performance of a two sage gas-separation membrane for recovering …
Performance Life Of Various Hot Mix Asphalt Mixtures In Texas,
2015
University of Texas at El Paso
Performance Life Of Various Hot Mix Asphalt Mixtures In Texas, Danniel David Rodriguez
Open Access Theses & Dissertations
Typically, pavement engineers in subjectively estimate the service lives of various hot-mix asphalt (HMA) mixtures as part of the life-cycle cost analysis considering the staged design and rehabilitation of flexible pavements. This study proposes the performance lives for the various dense-graded (conventional) mixtures, stone-matrix asphalts (SMA), permeable friction courses (PFC), performance design mixtures and other mixtures placed in Texas. A necessary and significant aspect of the approach involved data mining and merging several pavement management databases (Letting Database, DCIS and PMIS) to obtain mixture longevity data along with historical PMIS information. The product of the linking process resulted in the …
Accuracy And Precision Evaluation Of Traffic Speed Pavement Deflection Devices,
2015
University of Texas at El Paso
Accuracy And Precision Evaluation Of Traffic Speed Pavement Deflection Devices, Jorge Velarde
Open Access Theses & Dissertations
Pavement structural adequacy is considered an important aspect of the pavement management activities and can be incorporated by using surface pavement deflections. Continuous deflection technology, which has been around for several years, can potentially supplant single point deflection measurements provided by the Falling Weight Deflectometer (FWD). Previous studies have evaluated the traffic speed deflection devices (TSDD) accuracy and precision by comparing their results with FWD measurements. Although appropriate correlations and indices to compensate for the differences in load have been made, a direct comparison under the same loading conditions has not been reported in the literature.
The goal of this …
Damage Detection Methodologies For Structural Health Monitoring Of Thin-Walled Pressure Vessels,
2015
University of Central Florida
Damage Detection Methodologies For Structural Health Monitoring Of Thin-Walled Pressure Vessels, Arturo Modesto
Electronic Theses and Dissertations
There is a need in exploring structural health monitoring technologies for the composite structures particularly aged Composite Overwrapped Pressure Vessels (COPVs) for the current and future implementation of COPVs for space missions. In this study, the research was conducted in collaboration with NASA Kennedy Space Center and also NASA Marshall Space and Flight Center engineers. COPVs have been used to store inert gases like helium (for propulsion) and nitrogen (for life support) under varying degrees of pressure onboard the orbiter since the beginning of the Space Shuttle Program. After the Columbia accident, the COPVs were re-examined and different studies (e.g. …
Sustainable Material Solution For Flexible Pavements; Performance Evaluation And Impact Assessment Of Utilizing Multiple Recycled Materials In Hma,
2015
University of Central Florida
Sustainable Material Solution For Flexible Pavements; Performance Evaluation And Impact Assessment Of Utilizing Multiple Recycled Materials In Hma, Behnam Golestani
Electronic Theses and Dissertations
The demand for pollution-free and recyclable engineering materials has been increased as the cost of energy and environmental concerns have risen. Green material design can lead to better environmental quality and sustainability of civil infrastructure. Road construction is one of the largest consumers of natural resources. Beneficial utilization of recycled materials can result in an important opportunity to save the mining and use of virgin materials, to preserve energy, and to save landfill space. Two main research questions addressed in this study are: (1) How much pollution, energy, natural resources, time and money can be salvaged by applying recycling materials …
Pushover Analysis Of Retrofitted Reinforced Concrete Buildings,
2015
Portland State University
Pushover Analysis Of Retrofitted Reinforced Concrete Buildings, Hamidreza Nahavandi
Civil and Environmental Engineering Master's Project Reports
For the past decade or more, the structural engineering profession has been using the nonlinear static procedure (NSP) or pushover analysis. Modeling for such analysis requires the determination of nonlinear properties of each component in the structure, quantified by strength and deformation capacities, which depend on the modeling assumptions. Pushover analysis is carried out for either user-defined nonlinear hinge properties or default-hinge properties, available in some programs based on the FEMA-356 such as SAP2000. While such documents provide the hinge properties for several ranges of detailing, programs may implement averaged values. In the realm of retrofitting of existing structures, few …
Properties Of Microcement Mortar With Nano Particles,
2015
University of Texas at Arlington
Properties Of Microcement Mortar With Nano Particles, Narasimha Reddy Alimeneti
Civil Engineering Theses - Archive
Carbon nanotubes (CNT) and Carbon nanofibers (CNF) are one of the toughest and stiffest materials in the world presently with extreme properties yet to be discovered in terms of elastic modulus and tensile strength. Due to the advanced properties of these materials they are being used in almost all fields of science at nanolevel and are being used in construction industry recently for improvement of material properties. Microcement is fine ground cement which as half the particle size of ordinary Portland cement. In this research the behavior of cement mortar of micro cement with the addition of nanoparticles is studied.Due …
Effect Of Preformed Chloramines And Chlorine To Ammonia Ratio On The Formation Of N-Nitrosodimethylamine (Ndma) In Trwd East Texas Raw Water Delivery System,
2015
University of Texas at Arlington
Effect Of Preformed Chloramines And Chlorine To Ammonia Ratio On The Formation Of N-Nitrosodimethylamine (Ndma) In Trwd East Texas Raw Water Delivery System, Khidir Hamad
Civil Engineering Theses - Archive
Tarrant Regional Water District (TRWD) pumps untreated raw water from Richland Chambers and Cedar Creek reservoirs in East Texas to provide water to several customer cities including Arlington and Fort Worth. TRWD adds chloramines to the pipeline to combat biofilm growth, that reduces pipeline capacity and increases pumping costs, and to control zebra mussels, that clog intake structure screens and the pump wet wells. However, addition of chloramines leads to the formation of N-nitrosodimethylamine (NDMA), a potent carcinogen, by reaction of chloramines with nitrogenous organic precursors possibly present in the raw water. NDMA formation presents a challenge to TRWD because …
Fate Of Bulk Hypochlorite Solutions In Two Water Treatment Facilities,
2015
University of Texas at Arlington
Fate Of Bulk Hypochlorite Solutions In Two Water Treatment Facilities, Anna Breytus
Civil Engineering Theses - Archive
Measurement of oxyhalides in various strength hypochlorite solutions has been an issue of importance in the last decade, especially in view of the current aim of Homeland Security to reduce the usage of chlorine gas. Hypochlorite solutions have a potential of introducing disinfection by-products when used for water treatment. Previous works have shown the possibility of high levels of chlorate and perchlorate in high strength hypochlorite solutions. Perchlorate is an endocrine disruptor that inhibits iodide intake by the thyroid, thus reducing the production of essential thyroid hormones. Chlorate also has several adverse effects on the blood and thyroid systems. Perchlorate …
Mechanical Behavior Of Grouted Sands,
2015
University of Kentucky
Mechanical Behavior Of Grouted Sands, Ryan C. Ortiz
Theses and Dissertations--Civil Engineering
Grouting techniques have been in used for many years, but several new grout materials have surfaced in recent decades that have re-defined the boundaries of the limitations of grouting programs. Typically these applications are used for seepage control in earthen impoundments, but strength of these earthen impoundments should be considered where there is potential for movement in the grouted soil mass. This study investigated initial conditions that could affect grout application effectiveness. The initial conditions in question were soil grain size and in situ moisture content. Two grouts were used, ultrafine and acrylate, and variations in pure grout properties were …
Influence Of Calcium Sulfoaluminate Cement On The Pullout Performance Of Reinforcing Fibers: An Evaluation Of The Micro-Mechanical Behavior,
2015
University of Kentucky
Influence Of Calcium Sulfoaluminate Cement On The Pullout Performance Of Reinforcing Fibers: An Evaluation Of The Micro-Mechanical Behavior, Robert B. Jewell
Theses and Dissertations--Civil Engineering
The objective of this research was to determine the influence of calcium sulfoaluminate (CSA) cement on reinforcing fibers by evaluating the fiber pullout behavior, and bonding characteristics, of a single fiber embedded in a cementitious paste matrix. Four types of fibers commonly used in industry were evaluated: 1) Polyvinyl alcohol; 2) Polypropylene; 3) Coated Steel; and 4) Plain Steel.
Upward trends in energy costs and potential greenhouse gas regulations favor an increased use of construction materials that require lower energy and lower CO2 emissions to fabricate, such as CSA cement, as opposed to the production of ordinary portland cement …
Deformation-Based Excavation Support System Design Method,
2015
University of Kentucky
Deformation-Based Excavation Support System Design Method, Sekyi K. Intsiful
Theses and Dissertations--Civil Engineering
Development in urban areas around the world has steadily increased in recent years. This rapid development has not been matched by the ever decreasing open space commonly associated with urban centers. Vertical construction, thus, lends itself a very useful solution to this problem. Deep excavation is often required for urban construction. Unfortunately, the ground movements associated with deep excavation can result in damage to adjacent buildings. Thus, it is critically important to accurately predict the damage potential of nearby deep excavations and designing adequate support systems.
A new design method is proposed, as an attempt, to address the problem. The …
