Non-contact Splices at Drilled Shaft to Bridge Column Interface [Project Summary]

Mo, Yi-Lung; Masud, Mahadi; Sawab, Jamshaid; Zhou, Tianmin; Hsu, Thomas T. C.; University of Houston

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Non-contact Splices at Drilled Shaft to Bridge Column Interface [Project Summary]

2019-02-28
By Mo, Yi-Lung ; Masud, Mahadi ; Sawab, Jamshaid ; ...

[PDF-293.18 KB]

English

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Creators:

Mo, Yi-Lung ; Masud, Mahadi ; Sawab, Jamshaid ; Zhou, Tianmin ; Hsu, Thomas T. C.

Mo, Yi-Lung ; Masud, Mahadi ; Sawab, Jamshaid ; Zhou, Tianmin ; Hsu, Thomas T. C. Less -
Corporate Creators:

University of Houston
Corporate Contributors:

Texas. Dept. of Transportation. Research and Technology Implementation Office ; United States. Department of Transportation. Federal Highway Administration

Texas. Dept. of Transportation. Research and Technology Implementation Office ; United States. Department of Transportation. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Bridge Design Columns Cracking Finite Element Method Load And Resistance Factor Design Parametric Analysis Recommendations Reinforcing Bars Splicing Stiffness Tensile Strength Validation
Publication/ Report Number:

0-6914
Resource Type:

Brief
Geographical Coverage:

United States
Edition:

Project Summary
Corporate Publisher:

Texas. Department of Transportation
Abstract:

This research project conducted an experimental and analytical investigation on the behavior of non-contact lap splices at geometrically dissimilar bridge column to drilled shaft connections with regards to non-contact lap splice distance, lap splice length, and amount of transverse reinforcement in the non-contact lap splice zone. Design provisions of existing regulations, especially the AASHTO Load and Resistance Factor Design (LRFD) provisions, were evaluated through the experimental program. This project provides guidelines for the design of non-contact lap splices in the non-circular column to circular drilled shaft connections to ensure the structural safety, construction economy, and applicability of this bridge substructure type.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:d7e3c0bb47029e00c19747827ae99d0d1a2a7f97d303c77206061a2dd950acec
Download URL:

https://rosap.ntl.bts.gov/view/dot/68201/dot_68201_DS1.pdf
File Type:

No Additional Files

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Non-contact Splices at Drilled Shaft to Bridge Column Interface [Project Summary]

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