Geotechnical Engineering Circular: Design, Analysis, and Testing of Laterally Loaded Deep Foundations that Support Transportation Facilities

Parkes, James; Castelli, Raymond J.; Zelenko, Brian; O'Connor, Robert; Montesi, Matteo; Godfrey, Elizabeth; WSP USA Inc.

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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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Geotechnical Engineering Circular: Design, Analysis, and Testing of Laterally Loaded Deep Foundations that Support Transportation Facilities

2018-04-01
By Parkes, James ; Castelli, Raymond J. ; Zelenko, Brian ; ...

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English

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Details:

Creators:

Parkes, James ; Castelli, Raymond J. ; Zelenko, Brian ; O'Connor, Robert ; Montesi, Matteo ; ... More +

Parkes, James ; Castelli, Raymond J. ; Zelenko, Brian ; O'Connor, Robert ; Montesi, Matteo ; Godfrey, Elizabeth Less -
Corporate Creators:

WSP USA Inc.
Contributors:

Nichols, Silas ; Mohamed, Khalid

Nichols, Silas ; Mohamed, Khalid Less -
Corporate Contributors:

United States. Federal Highway Administration. Office of Bridge Technology
Subject/TRT Terms:

[+]

Deep Foundations Drilled Shaft Driven Pile Foundations Lateral Load Lateral Load Test Lateral Resistance Lateral Supports Load And Resistance Factor Design LRFD P-y Method Piles (Supports) Structural Design
Publication/ Report Number:

FHWA-HIF-18-031
Resource Type:

Tech Report
Geographical Coverage:

United States
Contracting Officer:

Nichols, Silas
Corporate Publisher:

United States. Federal Highway Administration. Office of Bridge Technology
Abstract:

This Geotechnical Engineering Circular (GEC) is intended to provide recommended guidance for the LRFD design, analysis, and testing of laterally loaded deep foundations for transportation facilities. This document applies to deep foundation elements such as driven piles, drilled shafts, micropiles, and continuous flight auger (CFA) piles that are used to resist lateral loads, often in combination with axial loads, for new construction, rehabilitation, or reconstruction of transportation facilities. Applications include both single and groups of deep foundation elements for bridge foundations, excavation support, earth retention structures, noise walls, sign and signal foundations, landslide repairs, vessel or vehicle impact mitigation measures, and seismic event resistance. The objective of this document is to provide a single reference source for the state-of-the-practice with regard to recommended methodologies and guidance for the design, analysis, and testing of laterally loaded deep foundations for transportation facilities.
Format:

PDF
Funding:

DTFH6114D00047-5012
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha-512:fd6f0f6be65d0586df75ae56660a82f7ba048fe263f268ee041b009c614ef59dd1d026f381a929e6a2b52f9349a5e834238ee70a710f463ba02ab8f3dbe54d65
Download URL:

https://rosap.ntl.bts.gov/view/dot/62720/dot_62720_DS1.pdf
File Type:

[PDF-6.03 MB]