Investigation and development of an effective, economical and efficient concrete pile splice : [summary].

Mullins, Gray; University of South Florida

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Investigation and development of an effective, economical and efficient concrete pile splice : [summary].

2015-08-01
By Mullins, Gray

[PDF-617.10 KB]

English

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Details:

Creators:

Mullins, Gray
Corporate Creators:

University of South Florida
Subject/TRT Terms:

[+]

Bending Stress Laboratory Tests Piles (Supports) Posttensioning Precast Concrete Splicing Structural Connection
Publication/ Report Number:

BDU79
Resource Type:

Brief
Geographical Coverage:

Florida
Corporate Publisher:

Florida. Dept. of Transportation
Abstract:

Large structures like bridges or tall buildings are often built on deep foundations — either precast concrete piles or cast-in-place drilled shafts. The pile or shaft must be long enough to reach

a rock layer or to provide sufficient resistance to support the structure. For piles, the needed length may exceed what can be transported or lifted. Then, it is necessary to splice two piles together. There are many splicing methods; however, spliced piles are often held to a lower range of pile-driving forces, thus increasing blow counts and driving times. Also, splices can fail during construction or underperform while in

service. Any splice design must be mechanically strong and corrosion resistant.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:06d070836d78f3fe917d29c27f9ee323ee93f883db2e6bc9b7631cf4aa2ce387
Download URL:

https://rosap.ntl.bts.gov/view/dot/29586/dot_29586_DS1.pdf
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Investigation and development of an effective, economical and efficient concrete pile splice : [summary].

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