105 research outputs found

    September 18, 1971 Football Program, UOP vs. University of Texas at El Paso

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    https://scholarlycommons.pacific.edu/ua-football/1353/thumbnail.jp

    Development of a Numerical Simulation Tool for Continuously Reinforced Concrete Pavements

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    DTRT13-G-UTC36The accurate modeling of the main features of continuously-reinforced concrete pavements (CRCP) is of primary importance in a mechanistic-empirical pavement design procedure. The use of the finite element (FE) method as a comprehensive tool for modeling the responses of rigid pavements, CRCP in particular, has been limited because of the complexity of calculations in modeling material nonlinear behaviors, which are difficult to describe mathematically and computationally. Significant amount of research has been conducted to improve the design of CRCPs under traffic, environmental, and thermal loads. To develop a reliable model that better represents the behavior of CRCP, a clear understanding of the design features that impact CRCP responses is essential. Researchers from the University of Texas at El Paso developed NYSLAB to analyze the response of comprehensively jointed concrete pavements (JCPs) under different geometric configurations, foundation models, temperature gradient profiles and traffic loads. This tool has the capability to analyze pavements under nonlinear thermal profiles across the thickness of the slab and capture the frictional tractions between the slab and foundation. All the complications related to appropriate discretization and modeling are handled internally by the software. This research study aims to expand the capacity of NYSLAB by integrating a CRCP model that is capable of predicting the responses of a critical section within a CRCP pavement structure subjected to traffic and environmental loading conditions. Unlike JCPs, CRCPs use reinforcing steel rather than contraction joints for crack control. Therefore, the development of a new FE model that defines the complex interaction between the reinforcement steel and concrete as well as the slab-foundation interaction due to friction and temperature changes will be implemented into the proposed tool

    Understanding Climate Change Impact on Highway Hydraulic Design Procedures

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    DTRT13-G-UTC36The significant change in climate is evident from the records of increased temperature, changed precipitation pattern, increased frequency of extreme weather events like storms, floods, and so forth. Like other infrastructure highway infrastructures also suffer the consequences of these climate change. Since the hydraulic design of these infrastructures is performed using historical climate data, the designs may not be able to provide services because designs are not considering climate change influence especially in terms of precipitation intensity. This study aims at identifying the most accurate source of climate database that predicts future climate change with less uncertainty and links them into the evaluation of vulnerability and risk of the bridges so that the impact of future climate can be incorporated into the design of new infrastructures. In this study, the NARCCAP database has been used to extract the future climate data for different cities of SPTC representing states. Climate models have predicted as high as 10.2% increase in precipitation for Houston, Texas, which leads to an increase in the intensity of streamflow in that region. A hydraulic model has been established using HEC-RAS for streamflow modeling. Overtopping depth and scour depth have been estimated as the primary vulnerability stressors of the bridge. This study has estimated the range of the return periods of the floods for which bridge may fail under the predicted future climate scenarios. The annual economic loss has been calculated for the bridges, and possible adaptation strategies have been suggested using HYRISK software

    Digital Twin Technologies towards Understanding the Interactions between Transportation and Other Civil Infrastructure Systems

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    69A3551747119Digital Twin (DT) technology is the next step in the gradual shift from physical to digital models in civil engineering. Computer-Aided Drafting (CAD) revolutionized the industry by reducing the time and costs associated with documenting design. Building Information Modeling (BIM) has eliminated the need for physical design descriptors (i.e., drawings or physical models). DT models build off CAD and BIM but are utilized over the operational life of the infrastructure as a management tool. A DT is a relevant abstraction of the physical asset; it is most frequently used to model, improve, and control manufacturing systems. Civil engineering applications using DTs have been emerging, but transportation infrastructure represents a challenging extension of DT technology because of its spatial scale, as well as its voluminous and time-varying data. However, DT is a powerful decision support tool for the design, maintenance, and management of transportation infrastructure, particularly for studying its interdependencies with other infrastructure systems, which is of relevance to smart cities. The primary objective of this research was to explore the effectiveness of DT technology as a tool to visualize and understand interactions between transportation and other related civil infrastructure systems

    A Theoretical Model of Industrial Economy Inflationary Dynamics : JEL Category E31, Prices, Business Fluctuations, and Cycles

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    One of the ongoing policy issues confronting monetary authorities around the world is the management of a stable price environment. Unstable prices create uncertainty, lower investment, and raise costs of doing business, thus lowering rates of growth. As a result, there exists a widespread need for understanding inflationary dynamics in any country of interest. This paper develops a standard monetary inflation model and augments it to include import, labor, energy, and intermediate goods and materials cost of production factors in a theoretically plausible manner. Implications for implementing an empirical version of the model are also discussed with a view toward the various econometric difficulties that may surface in estimation

    University of Texas System Reports

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    Proposed budget for the University of Texas at El Paso outlining projected income and expenditures, with supporting documentation. Contains index
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