Effect of Pile Embedment Length on the Connection Behavior and Precast Pile Footing

Ronanki, Vidya Sagar; Willis, Gabrielle; Aaleti, Sriram; University of Alabama at Birmingham. Dept. of Civil, Construction, and Environmental Engineering; University of Alabama at Birmingham. University Transportation Center

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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Effect of Pile Embedment Length on the Connection Behavior and Precast Pile Footing

2018-10-01
By Ronanki, Vidya Sagar ; Willis, Gabrielle ; Aaleti, Sriram

[PDF-4.68 MB]

English

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Details:

Creators:

Ronanki, Vidya Sagar ; Willis, Gabrielle ; Aaleti, Sriram

Ronanki, Vidya Sagar ; Willis, Gabrielle ; Aaleti, Sriram Less -
Corporate Creators:

University of Alabama at Birmingham. Dept. of Civil, Construction, and Environmental Engineering ; University of Alabama at Birmingham. University Transportation Center

University of Alabama at Birmingham. Dept. of Civil, Construction, and Environmental Engineering ; University of Alabama at Birmingham. University Transportation Center Less -
Corporate Contributors:

Alabama. Department of Transportation
Subject/TRT Terms:

[+]

Accelerated Bridge Construction Bond Strength (Materials) Bridges Embedment (Building) Girders Literature Reviews Piles (Supports) Precast Concrete
Publication/ Report Number:

16409
Resource Type:

Tech Report
Geographical Coverage:

United States ; Alabama

United States ; Alabama Less -
Corporate Publisher:

Alabama. Department of Transportation
Abstract:

Rapid economic and population growth, along with deteriorating bridge infrastructure, is putting a persistent strain on the nation's transportation network. Federal and state transportation departments (DOTs) are looking for new ways to build, repair, or replace bridges quickly and with minimal interruption to the traveling public. The FHWA has begun an attempt to shorten the time it takes to put new bridges into operation and to increase the design life of bridges from 50 to 75 years. In response to these changes and to facilitate accelerated bridge construction (ABC) practices, several State Departments of Transportation (DOTs), including Alabama DOT (ALDOT), have developed a variety of structural connection details for prefabricated bridge elements ranging from full-depth precast deck panels to precast girders to precast integral abutments.
Format:

PDF
Funding:

930-924
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:62259e958c42c5fafb5cc9e00debf36752b5a48ae69eec1c3f55d28028435525726ed686e6b9e0497e7f5d563e705fe34b424f04eec46c627dba84762246d54c
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https://rosap.ntl.bts.gov/view/dot/78178/dot_78178_DS1.pdf
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Effect of Pile Embedment Length on the Connection Behavior and Precast Pile Footing

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