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Civil Engineering

2009

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Full-Text Articles in Engineering

Estudio De Las Ventajas Del Reciclado In Situ En Caliente De Pavimentos Flexibles, Juan Carlos Sanchez Angel Dec 2009

Estudio De Las Ventajas Del Reciclado In Situ En Caliente De Pavimentos Flexibles, Juan Carlos Sanchez Angel

Ingeniería Civil

No abstract provided.


Wim Based Live Load Model For Bridge Reliability, Marek Kozikowski Dec 2009

Wim Based Live Load Model For Bridge Reliability, Marek Kozikowski

Department of Civil and Environmental Engineering: Dissertations, Theses, and Student Research

Development of a valid live load model is essential for assessment of serviceability and safety of highway bridges. The current HL-93 load model is based on the Ontario truck measurements performed in 1975. Since that time truck loads have changed significantly. Therefore, the goal of this study is to analyze 2005-2007 Weigh-In-Motion (WIM) data and develop a new statistical live load model.

The analyzed WIM data includes 47,000,000 records obtained from different states. A special program was developed to calculate the maximum live load effect. Comparison of the old and new truck data showed that on average Ontario trucks are …


Experimental And Theoretical Investigation Of Adsorption Of Water Vapor On Carbon Nanotubes, Pyoungchung Kim Dec 2009

Experimental And Theoretical Investigation Of Adsorption Of Water Vapor On Carbon Nanotubes, Pyoungchung Kim

Doctoral Dissertations

The adsorption of water in nanoporous materials becomes an important issue in the environmental fate and applications when one considers the practical use of these materials as adsorbents for hazardous organic compounds in the diverse environments.

In this study, the complexity of water-SWNTs interaction was investigated by morphological and chemical characterization techniques, by gravimetric adsorption measurement and by interpretation of experimental adsorption isotherms by fitting to several existing semi-empirical water adsorption models. Commercially available SWNTs samples were measured for chemical and physical characterization such as O% by x-ray photoelectron spectroscopy, ID/IG by Raman spectroscopy and surface and …


Structural Health Monitoring And Damage Evaluation Of Full-Scale Bridges Using Triaxial Geophones: Controlled In-Situ Experiments And Finite Element Modeling, William S. Ragland Ii Dec 2009

Structural Health Monitoring And Damage Evaluation Of Full-Scale Bridges Using Triaxial Geophones: Controlled In-Situ Experiments And Finite Element Modeling, William S. Ragland Ii

Doctoral Dissertations

The purpose of this study was to evaluate the effectiveness of various vibration-based damage detection methods using triaxial vibration records obtained using inexpensive geophones during in-situ, full-scale, damaged bridge tests.

Geophones are passive directional sensors and much cheaper than accelerometers which are typically used for structural vibration measurements. However, magnitude and phase errors associated with a geophone’s output must be corrected for if they are implemented in bridge monitoring systems. This research discusses correction procedures for magnitude and phase errors associated with geophones. A simply supported beam was analyzed to verify that the correction procedures and modal parameter identification procedures …


Development Of Dbt Bridge System With Continuous Joints For Accelerated Construction, Lungui Li Dec 2009

Development Of Dbt Bridge System With Continuous Joints For Accelerated Construction, Lungui Li

Doctoral Dissertations

Speed of construction has become a critical issue to minimize disruption of traffic and commerce. One of the promising systems for accelerated bridge construction is the use of the decked bulb-tee (DBT) girders for the bridge superstructure. An integral deck that is precast and prestressed with the girder provides benefits of rapid construction along with improved structural performance. However, the limited research and concerns about the use of longitudinal joints as well as intermediate diaphragms limit widespread of the DBT bridge system.

This dissertation presents a study of the continuous for both moment and shear transfer longitudinal joint detail and …


Material Sustainability, Jessica Meadows, Natasha Morris Dec 2009

Material Sustainability, Jessica Meadows, Natasha Morris

Architectural Engineering

This paper addresses the sustainability of the materials used to construct buildings today. Timber, concrete and steel are analyzed for carbon output, cost, and recyclable-ability.


Estado Esfuerzo-Deformación De La Estructura De Sostenimiento De Un Túnel A Partir De Un Modelo Físico, Henry Oswaldo Gómez Balceros Dec 2009

Estado Esfuerzo-Deformación De La Estructura De Sostenimiento De Un Túnel A Partir De Un Modelo Físico, Henry Oswaldo Gómez Balceros

Ingeniería Civil

No abstract provided.


Bs News Dec 2009

Bs News

Building Services Engineering

No abstract provided.


Implementation Of Erosion Control Warranty Specification, Bob G. Mccullouch, Kok Kuan Ng Dec 2009

Implementation Of Erosion Control Warranty Specification, Bob G. Mccullouch, Kok Kuan Ng

JTRP Technical Reports

One of the main issues in a warranty specification for erosion control items is how to evaluate performance objectively. This project developed a methodology that uses digital images to measure compliance with defined vegetation cover requirements. It is designed essentially for areas where vegetation (grass) is selected as the erosion control measure. The research was a technical approach to examine the feasibility of using digital photographic analysis. It does not address all issues related to field conditions and as such would require review by interested parties to be complete. For example, how often should sample pictures to taken. Should a …


Updating And Enhancing The Indiana Bridge Management System (Ibms), Kumares C. Sinha, Samuel Labi, Bobby G. Mccullouch, Abhishek Bhargava, Qiang Bai Dec 2009

Updating And Enhancing The Indiana Bridge Management System (Ibms), Kumares C. Sinha, Samuel Labi, Bobby G. Mccullouch, Abhishek Bhargava, Qiang Bai

JTRP Technical Reports

The Indiana Bridge Management System (IBMS) software package, considered one of the few bridge management system software packages in the United States, possesses several unique features such as multiple criteria analysis but has not been used to its full capabilities because of coding language, outmoded operating system, and other software-related problems. Also, the framework lacked certain considerations such as a preventive maintenance component. In addressing this issue, this study reviewed the existing internal logic of IBMS, and updated some of the cost and deterioration models to include preventive maintenance considerations in the decision tree. Also, the IBMS operating system and …


Analysis Of Factors Contributing To Roadside Tree Crashes In South Carolina, Vijay Bendigeri Dec 2009

Analysis Of Factors Contributing To Roadside Tree Crashes In South Carolina, Vijay Bendigeri

All Theses

The state of South Carolina has experienced a large number of fatalities and injuries resulting from run off the road tree related crashes. According to 2008 FARS data tree related fixed object fatal crashes in South Carolina (65%) are more than double that of the national (25.8%). Thus, trees are much bigger proportion of all roadside hazards in South Carolina than nationally. In order to achieve a safer roadside which is favorable to the road user, factors contributing to the tree related crashes should be critically analyzed to determine suitable safety improvements.
This research aims at qualitatively and quantitatively assessing …


Modeling The Spatially Varying Water Balance Processes In A Semi- Arid Mountainous Watershed Of Idaho, Benjamin T. Stratton, Venkataramana Sridhar, Molly M. Gribb, James P. Mcnamara, B. Narasimhan Dec 2009

Modeling The Spatially Varying Water Balance Processes In A Semi- Arid Mountainous Watershed Of Idaho, Benjamin T. Stratton, Venkataramana Sridhar, Molly M. Gribb, James P. Mcnamara, B. Narasimhan

Civil Engineering Faculty Publications and Presentations

Mountainous watersheds in semi-arid regions are complex hydrologic systems. To critically evaluate the hydrological processes, high resolution spatio-temporal information is necessary. Also, calibrating and validating a watershed-scale model is necessary to enable our understanding of the water balance components in the gauged watersheds. The distributed Soil Water Assessment Tool (SWAT) hydrologic model was applied to a research watershed, the Dry Creek Experimental Watershed (DCEW), near Boise Idaho to investigate its water balance components both temporally and spatially. Daily streamflow data from four streamflow gauges were used for calibration and validation of the model. Monthly estimates of streamflow during the calibration …


Relative Performance Comparison And Loss Estimation Of Seismically Isolated And Fixed-Based Buildings Using Pbee Approach, Prayag J. Sayani Dec 2009

Relative Performance Comparison And Loss Estimation Of Seismically Isolated And Fixed-Based Buildings Using Pbee Approach, Prayag J. Sayani

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

Current design codes generally use an equivalent linear approach for preliminary design of a seismic isolation system. The equivalent linear approach is based on effective parameters, rather than physical parameters of the system, and may not accurately account for the nonlinearity of the isolation system. The second chapter evaluates an alternative normalized strength characterization against the equivalent linear characterization. Following considerations for evaluation are included: (1) ability to effectively account for variations in ground motion intensity, (2) ability to effectively describe the energy dissipation capacity of the isolation system, and (3) conducive to developing design equations that can be implemented …


Design And Performance Of Load Bearing Shear Walls Made From Composite Rice Straw Blocks, Kevin Robert Camann Dec 2009

Design And Performance Of Load Bearing Shear Walls Made From Composite Rice Straw Blocks, Kevin Robert Camann

Master's Theses

Although rice straw and other grains have been used in building since pre-history, in the past two decades, there has been a move to utilize this rapidly renewable, locally available, agricultural byproduct as part of the sustainable construction movement. Up to this point, this has been done by simply stacking up the full straw bales. Stak Block, invented by Oryzatech, Inc., is a modular, interlocking block made of a composite of rice straw and binding agent that serves as an evolution in straw construction. This study investigates the feasibility of using these Stak Blocks as a structural system. The report …


Risk Management And Assessment Of Upgrading And Standardizing Guardrail, Karen Zhu, Shuo Li Dec 2009

Risk Management And Assessment Of Upgrading And Standardizing Guardrail, Karen Zhu, Shuo Li

JTRP Technical Reports

The Indiana Department of Transportation (INDOT) has installed guardrail systems on interstate highways and other highways in accordance with a variety of standards throughout the years. Traffic volume has increased and the posted speeds have been raised on most INDOT’s interstate highways. Consequently, the characteristics of run-off-the-road (ROR) crashes may have changed. In the meantime, material prices have increased considerably and the guardrail maintenance and crash repair costs have increased accordingly. There is no doubt all these changes will not only greatly affect the ROR crash prediction, but also greatly affect the guardrail benefit/cost analysis. This study examined the current …


Structural Behavior Of A Pile Framed Tie Back Retaining Wall, Mieah Dee Turner Dec 2009

Structural Behavior Of A Pile Framed Tie Back Retaining Wall, Mieah Dee Turner

Masters Theses

The objective of this research study is to analyze the preliminary structural behavior of a pile framed tie back retaining wall concept created by the Tennessee Department of Transportation (TDOT). Instrumentation is used to measure the forces and moments on the steel piles, loads on the anchors, and the pressure and displacement of the retained soil over time. Data collection for steel pile analysis consisted of the comparison of strain gage readings. Stress values were calculated from the readings and reduced down to an axial and bending force along the pile. Soil pressures that built up behind the wall were …


Parshall Flume Staff Gauge Location And Entrance Wingwall Discharge Calibration Corrections, Bryan J. Heiner Dec 2009

Parshall Flume Staff Gauge Location And Entrance Wingwall Discharge Calibration Corrections, Bryan J. Heiner

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

The Utah Water Research Laboratory, in conjunction with the State of Utah, initiated a study to determine the accuracy of a wide variety of flow measurement devices in Utah. The project selected 70 sites with flow measurement devices throughout the state. During the assessment each device had its physical condition and flow measurement accuracy documented.

Although a wide variety of flow measurement devices were tested, the majority were Parshall flumes. Many of the assessed Parshall flumes were not measuring flow to the specified ±5 percent design accuracy. Problems in flow measurement were due to issues with the staff gauge location …


Identifying And Comparing Key Process Attributes For Sustainable Building Delivery In India And The U.S., Prashanth Palanisamy Dec 2009

Identifying And Comparing Key Process Attributes For Sustainable Building Delivery In India And The U.S., Prashanth Palanisamy

All Theses

India is a rapidly developing nation with the associated brisk pace of construction. More sustainable building practices for construction in India would have social, environmental, and economic benefits. However, the key process attributes for successfully planning, designing, and constructing sustainable buildings in India are largely undefined. Other projects in India would benefit from a rigorous identification of these key process attributes which could help leapfrogging the sustainable building delivery in India to the best available practices.
Sustainable buildings require different delivery processes than traditional buildings; this can lead to process wastes due to unfamiliarity or incompatibility of the processes. These …


Impact Of Larger Diameter Strands On Aashto/Pci Bulb-Tees, Jayaprakash Vadivelu Dec 2009

Impact Of Larger Diameter Strands On Aashto/Pci Bulb-Tees, Jayaprakash Vadivelu

Masters Theses

This thesis consists of the analytical study and the experimental investigation of larger diameter strands in AASHTO Type I girders. The main purpose of this study was to verify that the 2 inch minimum spacing recommended by ACI 318-08 and AASHTO (2008) can be used for 0.7 inch diameter strands by comparing various effects in girders using 0.7 and 0.6 inch diameter strands. Based on the parametric analysis it was concluded that by using 0.7 inch strands there was a considerable saving in the material. For example, an AASHTO BT-72 with 0.6 inch strand could be replaced with AASHTO BT-54 …


Comparing Problem-Based Learning And Lecture As Methods To Teach Whole-Systems Design To Engineering Students, Michael Dukes Dec 2009

Comparing Problem-Based Learning And Lecture As Methods To Teach Whole-Systems Design To Engineering Students, Michael Dukes

All Theses

The objective of this research is to compare problem-based learning and lecture as methods to teach whole-systems design to engineering students. A case study, Appendix A, exemplifying successful whole-systems design was developed and written by the author in partnership with the Rocky Mountain Institute. Concepts to be tested were then determined, and a questionnaire was developed to test students' preconceptions. A control group of students was taught using traditional lecture methods, and a sample group of students was taught using problem-based learning methods. After several weeks, the students were given the same questionnaire as prior to the instruction, and the …


Vehicle-Infrastructure Integration (Vii) Enabled Plug-In Hybrid Electric Vehicles (Phevs) For Traffic And Energy Management, Xueying Kang Dec 2009

Vehicle-Infrastructure Integration (Vii) Enabled Plug-In Hybrid Electric Vehicles (Phevs) For Traffic And Energy Management, Xueying Kang

All Theses

Vehicle Infrastructure Integration (VII) program (also known as IntelliDrive) has proven the potential to improve transportation conditions by enabling the communication between vehicles and infrastructure, which provides a wide range of applications in transportation safety and mobility. Plug-in hybrid electric vehicles (PHEVs) that utilize both electrical and gasoline energy are a commercially viable technology with potential to contribute to both sustainable development and environmental conservation through increased fuel economy and reduced emissions. Considering positive potentials of PHEVs and VII in ITS, a framework that integrates PHEVs with VII technology was created in this research utilizing vehicle-to-vehicle and vehicle-to-infrastructure communications for …


Evaluation Of An Online Intelligent Transportation System (Its) Asset Management System, Tahera Anjuman Dec 2009

Evaluation Of An Online Intelligent Transportation System (Its) Asset Management System, Tahera Anjuman

All Theses

Intelligent Transportation System (ITS) enhances the performance of modern transportation systems by improving the reliability of travel times and reducing the risk of collisions and injuries. Recently, many public agencies have expressed a need for an ITS asset management system that will effectively and efficiently meet their requirements of managing associated resources, which often includes technologically sophisticated devices, computer hardware and software, and communications infrastructure. To address this need, the author evaluated different asset management systems for their potential efficacy to support public agencies requirements for an ITS asset management system. These requirements were identified through a nationwide survey of …


Live Load Models For Long Span Bridges, Marta Lutomirska Dec 2009

Live Load Models For Long Span Bridges, Marta Lutomirska

Department of Civil and Environmental Engineering: Dissertations, Theses, and Student Research

In the doctoral dissertation a live load model for long span structures was derived. The live load model is valid for spans between 600 ft and 5000 ft and it is intended to reflect current traffic patterns, quantities of trucks and their weights. The live load models available were developed for short and medium span bridges. Those models were not appropriate for long span bridges due to different types of structure and critical traffic patterns. Live load on long spans depends on traffic mix. One heavily overloaded truck does not have significant influence. Moreover, the continuous increase in the number …


Total Storm Management Manual, Indiana Department Of Transportation Nov 2009

Total Storm Management Manual, Indiana Department Of Transportation

JTRP Other Publications and Reports

No abstract provided.


Precast Post-Tensioned Segmental Pole System: U.S. Patent No. Us 6,851,231 B2, Maher K. Tadros, E. Terence Foster, Sherif A. Yehia, Audra L. Hansen Nov 2009

Precast Post-Tensioned Segmental Pole System: U.S. Patent No. Us 6,851,231 B2, Maher K. Tadros, E. Terence Foster, Sherif A. Yehia, Audra L. Hansen

Department of Civil and Environmental Engineering: Faculty Publications

A precast post-tensioned segmental pole system capable of supporting a load is provided. The pole system includes a plurality of pole segments that use connectors and strands to anchor them together. The strands extend within a cavity formed in the pole segments and are external to the wall structure of the pole segments. The strands may be coupled between both of the pole segments, or be anchored to a connector. The connector includes an upper piece that is coupled to one pole segment, and a lower piece that is coupled to the other pole segment. Upper and lower pieces interlock …


Eulerian-Lagrangian Two Phase Debris Flow Model, Cora E. Martinez Nov 2009

Eulerian-Lagrangian Two Phase Debris Flow Model, Cora E. Martinez

FIU Electronic Theses and Dissertations

The main objective of this work is to develop a quasi three-dimensional numerical model to simulate stony debris flows, considering a continuum fluid phase, composed by water and fine sediments, and a non-continuum phase including large particles, such as pebbles and boulders. Large particles are treated in a Lagrangian frame of reference using the Discrete Element Method, the fluid phase is based on the Eulerian approach, using the Finite Element Method to solve the depth-averaged Navier–Stokes equations in two horizontal dimensions. The particle’s equations of motion are in three dimensions. The model simulates particle-particle collisions and wall-particle collisions, taking into …


A Methodological Framework For Modeling Pavement Maintenance Costs For Projects With Performance-Based Contracts, Kamalesh Panthi Nov 2009

A Methodological Framework For Modeling Pavement Maintenance Costs For Projects With Performance-Based Contracts, Kamalesh Panthi

FIU Electronic Theses and Dissertations

Performance-based maintenance contracts differ significantly from material and method-based contracts that have been traditionally used to maintain roads. Road agencies around the world have moved towards a performance-based contract approach because it offers several advantages like cost saving, better budgeting certainty, better customer satisfaction with better road services and conditions. Payments for the maintenance of road are explicitly linked to the contractor successfully meeting certain clearly defined minimum performance indicators in these contracts. Quantitative evaluation of the cost of performance-based contracts has several difficulties due to the complexity of the pavement deterioration process. Based on a probabilistic analysis of failures …


Development Of A Hurricane-Resistant Roof-To-Wall Connection Using High-Performance Fiber Composites, Cetin Canbek Nov 2009

Development Of A Hurricane-Resistant Roof-To-Wall Connection Using High-Performance Fiber Composites, Cetin Canbek

FIU Electronic Theses and Dissertations

Significant portion of losses in hurricanes occur due to a discontinuous load path and weak connections. The purpose of this study was to develop an innovative, efficient and non-intrusive roof-to-wall connection for wood-frame structures using high-performance fiber reinforced polymer (FRP) composite materials.

The development of new connections was carried out at the component level tests. Initially the bond strength between FRP and wood interface was investigated. Subsequently, a progressive FRP tie development test was conducted and several alternatives were tested and the most feasible one was chosen.

The new FRP tie was then tested in a full-scale wood-frame structure to …


Guía De Mantenimiento Para Pavimentos Asfálticos De Vías Locales En Bogotá D.C, Diego Armando Espinosa Rodríguez Nov 2009

Guía De Mantenimiento Para Pavimentos Asfálticos De Vías Locales En Bogotá D.C, Diego Armando Espinosa Rodríguez

Ingeniería Civil

No abstract provided.


Nuevos Procedimientos En La Recuperación De Redes De Alcantarillado, Sergio Eduardo Hernández Niño, Johanna Lisdney López Cárdenas Nov 2009

Nuevos Procedimientos En La Recuperación De Redes De Alcantarillado, Sergio Eduardo Hernández Niño, Johanna Lisdney López Cárdenas

Ingeniería Civil

No abstract provided.