Waste Water Force Main Pipe Construction Alternatives to Protect Existing Foundations in the City of Chandler: Case Study

To provide additional wastewater capacity and redundancy in South Chandler, Arizona, a new 28” High Density Polyethylene (HDPE) force main was installed from the upsized Kyrene Lift Station three miles east to tie into an existing 66” transmission sewer line. The force main was installed under the State Route Loop 202 (SR 202L) freeway through existing 48” steel casings constructed ten years prior. Additionally, the force main was constructed through a narrow Arizona Department of Transportation (ADOT) corridor, which required clearance from existing utilities, including overhead 69 kV power poles. Two locations required innovative solutions to both access the existing sleeves and cross the transmission power pole foundations: 1) crossing of the 69 kV power pole required detailed slope stability analysis and location specific trench backfilling; and 2) access to the existing 48” was within 15 feet of an existing ADOT sound wall. Various alternatives for access were analyzed in this paper including temporary shoring, sheet pile installation, and full wall replacement and reconstructing on drilled shafts. Based on the objectives above, the existing power pole does not have sufficient embedment for maximum design loads but is stable with reduced load factors and lower operation wind forces. Also, for construction issue with the existing ADOT sound wall, the temporary shoring and sheet piles used due to the geotechnical conditions and construction costs

The investigation of methods to assist decision-makers regarding bridge maintenance, rehabilitation, and restoration activities

The ability to predict the deterioration pattern of bridges can assist decision makers in determining when and whether to ignore, refurbish/rehabilitate, or replace a bridge. This dissertation formulates and applies two models, one deterministic and the other probabilistic, capable of predicting future condition ratings of the three main components of a bridge; wearing surface, superstructure, and substructure. The contribution to bridge deterioration by environment factors including freeze-thaw cycles, de-icing salts, and vehicular traffic, are also examined through analysis and comparison of deterioration of selected bridges from two contrasting regions in the Province of Ontario.A deterministic approach to formulating a failure prediction model incorporates a Family of Curves. This approach utilizes a least squares model to fit non-linear polynomial curves to historical bridge inspection data. A probabilistic approach to formulating a failure prediction model incorporates a Markovian Process which provides information on the probability of moving from one condition state (or rating) to another given the present condition state. Both of these models generate curves depicting deterioration patterns for the three main components of a bridge.Perhaps the most notable contribution of this work is the development of a method for generating failure prediction curves based on age of "original & renewed component." This approach excludes the effects of major repairs and provides the most realistic representation of bridge component deterioration. Success in testing the predictive ability of this approach on sampled bridges demonstrates the value to decision makers of the model developed in this research.U of I OnlyETDs are only available to UIUC Users without author permissio

The Application of Blockchain Technology to Smart City Infrastructure

A smart city can be defined as an integration of systems comprising a plethora of task-oriented technologies that aim to evolve and advance with city and infrastructure needs while providing services to citizens and resolving urban challenges through intersystem and data-driven analytical means, with minimal human intervention. Applications of technology include management, operations, and finance. One such technology is Blockchain. A main advantage of Blockchain is the simplification of processes that are costly and time-consuming. This is accomplished by simplifying operations to minimize costs resulting from the decentralization of assets. Blockchain has been proven to facilitate transparency, security, and the elimination of data fragmentation. However, as a relatively new technology, it poses regulatory obstacles. This issue can be attributed to the fact that many infrastructural governing organizations have incomplete knowledge of their infrastructure, which can lead to confusion when attempting to comprehend the different elements of the infrastructure, resulting in a lack of direction when trying to solve a problem. This paper explores the different applications of Blockchain technology in the sectors of energy, transportation, water, construction, and government, and provides a mechanism for implementing this technology in smart cities. As a present component of infrastructure management systems, Blockchain may potentially serve as the initial step toward upgrading infrastructure technology

The Application of Blockchain Technology to Smart City Infrastructure

A smart city can be defined as an integration of systems comprising a plethora of task-oriented technologies that aim to evolve and advance with city and infrastructure needs while providing services to citizens and resolving urban challenges through intersystem and data-driven analytical means, with minimal human intervention. Applications of technology include management, operations, and finance. One such technology is Blockchain. A main advantage of Blockchain is the simplification of processes that are costly and time-consuming. This is accomplished by simplifying operations to minimize costs resulting from the decentralization of assets. Blockchain has been proven to facilitate transparency, security, and the elimination of data fragmentation. However, as a relatively new technology, it poses regulatory obstacles. This issue can be attributed to the fact that many infrastructural governing organizations have incomplete knowledge of their infrastructure, which can lead to confusion when attempting to comprehend the different elements of the infrastructure, resulting in a lack of direction when trying to solve a problem. This paper explores the different applications of Blockchain technology in the sectors of energy, transportation, water, construction, and government, and provides a mechanism for implementing this technology in smart cities. As a present component of infrastructure management systems, Blockchain may potentially serve as the initial step toward upgrading infrastructure technology

A COMPARISON OF PROJECT DELIVERY METHOD PERFORMANCE FOR WATER INFRASTRUCTURE CAPITAL PROJECTS

Water and wastewater infrastructure globally is aging and in need of rehabilitation and replacement. Design-bid-build (DBB) is the traditional method of project delivery widely applied across the construction industry. However, alternative project delivery methods (APDM) such as construction manager at risk (CMAR) and design-build (DB) are on the rise demonstrating project delivery performance benefits. The research objective is to assess the impact of APDM specifically for the water and wastewater industry. A comprehensive list of performance metrics were identified from the literature and through an industry expert workshop. Information on 75 water and wastewater treatment plant projects using DBB, CMAR, and DB was collected. Quantitative data analysis revealed that DB statistically outperformed DBB in terms of project speed and intensity. This study contributed to the existing body of knowledge by showing that treatment plants can be delivered significantly faster and with greater quality for no additional cost by using APDM.The accepted manuscript in pdf format is listed with the files at the bottom of this page. The presentation of the authors' names and (or) special characters in the title of the manuscript may differ slightly between what is listed on this page and what is listed in the pdf file of the accepted manuscript; that in the pdf file of the accepted manuscript is what was submitted by the author

Framework to Assess the Impact of International Research Experiences in Civil Engineering on Graduate Students

With globalization, the demand for competent engineering graduates with international acumen increases. In order to respond to this rising demand, the National Science Foundation (NSF) funded the International Research Experiences in Civil, Construction, and Environmental Engineering (IRECCEE) program to understand the impact of international research experiences on students through a multidisciplinary lens. The program provides Ph.D. students in civil engineering disciplines the opportunity to gain valuable international research experience and establish long-lasting collaborations with international researchers. The program funds students to travel and perform research work at an international research institution. For every student, such research experience becomes the intervention. This paper discusses the program and the corresponding research framework with the aim that the research community can leverage such framework. The mixed-method research framework was designed to comprehensively capture the immediate and sustained impact of the program on the students’ competencies. With a multidisciplinary approach, the framework captures impacts on students’ intercultural competence, professional development, intellectual growth, personal development, and academic development. The data collection includes survey designs and interviews. In order to capture immediate and sustained impacts, data is collected before and multiple times after the intervention

Buckling Behavior of Loosely Fitted Formed-In-Place Pipe Liner in Circular Host Pipe under External Pressure

The formed-in-place pipe (FIPP) is a trenchless technology used for pipeline rehabilitation. It is a folded PVC pipe that expands through thermoforming to fit tightly inside the host pipe. However, the deficiencies during the construction of FIPP liners such as insufficient inflation, pipe misalignment and initial deformation will lead to elliptical deformation of the FIPP liner, which affects the load-bearing performance of the liner and makes it susceptible to buckling failure. In this paper, the buckling behavior of loosely fitted FIPP liners under uniform external pressure was investigated by the external pressure resistance test and finite element model. The pre- and post-buckling equilibrium paths verified the finite element model. The results indicated that the value of the dimension ratio will significantly reduce the critical buckling pressure. With the increasing value of liner major axis ratio to host pipe, the reduction effect on the critical buckling pressure caused by the increase in the ovality will diminish. Different values of liner major axis ratio to host pipe and ovality changed the range of the detached portion, which affected the critical buckling pressure. The parametric studies modified the design model from ASTM F1216, which was established to predict the critical buckling pressure of a loosely fitted FIPP liner and reduced the average difference rate from 23.43% to 5.52%

Structuring a Comprehensive Carbon-Emission Framework for the Whole Lifecycle of Building, Operation, and Construction

The construction industry is responsible for more than 40% of the carbon emissions in the United States. These emissions are generated by energy, water, and materials consumed at different stages of the construction, maintenance, operation, and disposal processes and during the recycling and reusing of construction components as materials or biomass. Carbon-emission modeling is a complex procedure of process and footprint integration for different components either directly and indirectly associated with a service, product, material, or system at different phases. Prior research focused on each phase separately and/or supplemental information from alternative sources because of the lack of available data and information. Even though there are comprehensive lifecycle models covering every phase of a project, these models do not integrate existing models. The purpose of this study was to develop a comprehensive framework of building lifecycle carbon-emission modeling that would integrate existing models, information, and data. This research integrated prior models and methods, incorporated multitier mechanisms, and developed flexibility within the model so that reliability would be improved for measuring, tracking, and quantifying carbon- and environmental-related features, factors, and variables. This paper discusses the first phase of the research, model development, and testing