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.). Dept. 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:
[+]
Shear Strength Of Soils--Testing
Soil Mechanics--Louisiana
Soil Penetration Test
Cone Penetrometers
Shear Strength
Soil Mechanics

Publication/ Report Number:
FHWA/LA.08/439
Resource Type:
Tech Report
Geographical Coverage:
Louisiana
OCLC Number:
672322041
Edition:
Technical summary report.
Corporate Publisher:
Louisiana Transportation Research Center
NTL Classification:
NTL-HIGHWAY/ROAD TRANSPORTATION-Soils and Geology
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
File Type:

Supporting Files

• No Additional Files

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