Full-Scale Lateral Load Testing Of Pier 3 At The Port Of Long Beach

Walsh, Sean Mcconaghy; Juirnarongrit, Teerawut; Ashford, Scott A.

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

i

Full-Scale Lateral Load Testing Of Pier 3 At The Port Of Long Beach

2004
By Walsh, Sean Mcconaghy ; Juirnarongrit, Teerawut ; Ashford, Scott A.

[PDF-14.06 MB]

Select the Download button to view the document

This document is over 5mb in size and cannot be previewed

Details You May Also Like

Details:

Personal Author:

Walsh, Sean Mcconaghy ; Juirnarongrit, Teerawut ; Ashford, Scott A.

Walsh, Sean Mcconaghy ; Juirnarongrit, Teerawut ; Ashford, Scott A. Less -
Corporate Authors:

National Sea Grant College Program (U.S.)
NOAA Program & Office:

OAR (Oceanic and Atmospheric Research) ; Sea Grant

OAR (Oceanic and Atmospheric Research) ; Sea Grant Less -
Sea Grant Program:

CASG/CUIMR (California Sea Grant)
Description:

The goals of this research project were to 1) assess the performance of Pier 3 with respect to both the quantitative strain limit states and qualitative limit states described in the "Seismic Design for California Marine Oil Terminals" (Ferrito et al., 1999) and 2) back-calculate horizontal soil springs for silt-type soils found in West Coast ports. In order to accomplish these goals ambient vibration, forced vibration, and lateral load tests were performed on reinforced precast concrete piles and pile groups of Pier 3 at the Port of Long Beach.
Keywords:

[+]

Design And Construction Drilling Platforms Earthquake Resistant Design Lateral Loads Piling (Civil Engineering) Testing
Sea Grant Document Number:

CASG-T-04-001
Document Type:

Technical Report
Funding:

Grant no. NA06RG0142
Place as Subject:

California Long Beach (Calif.)
Rights Information:

Public Domain
Compliance:

Library
Main Document Checksum:

[+]

urn:sha256:1759c2dc7038b1c1eac271aa14532abfd80b23fffce1f2b54d2db6316fbc912a
Download URL:

https://repository.library.noaa.gov/view/noaa/39399/noaa_39399_DS1.pdf
File Type:

No Additional Files

More +

Full-Scale Lateral Load Testing Of Pier 3 At The Port Of Long Beach

Details:

Supporting Files

You May Also Like