Update of correlations between cone penetration and boring log data : technical summary report.

Alshibli, Khalid; Okeil, Ayman M.; Alramahi, Bashar; Louisiana State University (Baton Rouge, La.). Department of Civil and Environmental Engineering

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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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Update of correlations between cone penetration and boring log data : technical summary report.

2009-12-01
By Alshibli, Khalid ; Okeil, Ayman M. ; Alramahi, Bashar

English

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Details:

Creators:

Alshibli, Khalid ; Okeil, Ayman M. ; Alramahi, Bashar

Alshibli, Khalid ; Okeil, Ayman M. ; Alramahi, Bashar Less -
Corporate Creators:

Louisiana State University (Baton Rouge, La.). Department of Civil and Environmental Engineering
Corporate Contributors:

Louisiana Transportation Research Center ; United States. Federal Highway Administration

Louisiana Transportation Research Center ; United States. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Cone Penetrometers Shear Strength Shear Strength Of Soils--Testing Soil Mechanics Soil Mechanics--Louisiana Soil Penetration Test
Publication/ Report Number:

FHWA/LA.08/439
Resource Type:

Tech Report
Geographical Coverage:

Louisiana
Edition:

Technical summary report.
Corporate Publisher:

Louisiana Transportation Research Center
Abstract:

The main objective of this project is to update the correlations that are currently used to interpret

Cone Penetration Test (CPT) data for engineering design purposes and to assess the reliability of

using CPT data to predict soil shear strength. The results of laboratory soil testing were retrieved

from borehole logs and were used as reference measurements in this study.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:c99b572e2fc20e00d063abed71a729318ebeedd5e0643271dbae64d405b0bf28
Download URL:

https://rosap.ntl.bts.gov/view/dot/5700/dot_5700_DS1.pdf
File Type:

[PDF-135.19 KB]