Degree Type

Thesis

Date of Award

2018

Degree Name

Master of Science

Department

Civil, Construction, and Environmental Engineering

Major

Civil Engineering

First Advisor

Brent M. Phares

Abstract

With the growing demands facing public infrastructure and the shortage of necessary funds, State Highway Agencies (SHA) across the nation are increasingly being forced to explore cost-effective, safe, and efficient solutions to implement in response to these challenges. The high cost, safety factors, and out-of-service and user cost considerations make bridges and their associated work a particular focus of many in the industry. This thesis highlights two areas within the field of bridge engineering design and management that will continue to aid SHAs in their goal of producing safe, efficient, and innovative products that serve the public well.

Substructure bridge components are designed to resist gravitational forces such as dead load and vehicular live load, as well as lateral forces including wind, vehicular braking and centrifugal force effects. Significant lateral forces can create “uplift” conditions on some portions of the foundation. A review of current design techniques regarding uplift in the oft used pile-to-pile cap connection indicates a lack of uniformity in the design process across state agencies stemming from minimal research performed in this area. Additionally, approved uplift anchors for use in the field have not been tested. In order to close this gap, twenty-one full scale steel H-pile specimens were fabricated and tested in Iowa State University’s Structural Engineering Laboratory to test the capacity of the pile-to-pile cap connection under static tensile loading. Findings revealed that 1) capacity of bare piles is generally underestimated and could be more frequently considered for uplift design; 2) concrete cracking leads to a loss of bond in these types of connections; and 3) positive anchorage and/or embedment that extends above the lower rebar mat of the footing is necessary to develop a high capacity connection.

In conjunction with the proposed safety improvements in design practice for pile-to-pile cap connections subject to uplift, the impact of bridge projects, specifically on the traveling public in terms of user costs, is an area that bears further consideration and scrutiny. Barring the use of Accelerated Bridge Construction (ABC), bridge projects are generally let with long contract durations that can be on the order of three months to several years. The goal of this methodology is to accommodate traditional construction practices and produce a competitive, low cost project. The fact remains, however, that the presence and duration of these projects often poses significant obstacles and interruptions to the public. The possibility of accelerating these projects while maintaining traditional construction methods is thus explored, the likes of which have been minimally investigated. A review of historical data from the Iowa Department of Transportation (DOT) along with interviews with both DOT personal and contractors were carried out to help shed light on the feasibility and cost associated with this acceleration activity. Findings revealed that traditional construction methods can accommodate significant degrees of acceleration (up to 50-75%). The cost associated with this compression activity is highly variable though and may be driven more by external factors (inspector quality, risk, contractor ability) than specific, project-based constraints.

DOI

https://doi.org/10.31274/etd-180810-6011

Copyright Owner

Phil Iekel

Language

en

File Format

application/pdf

File Size

77 pages

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