Details:

Creators:
Wu, Tien H.
Corporate Creators:
Ohio State University. Dept. of Civil Engineering
Corporate Contributors:
Ohio. Dept. of Transportation ; United States. Federal Highway Administration
Ohio. Dept. of Transportation ; United States. Federal Highway Administration Less -
Subject/TRT Terms:
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Geotextiles--Ohio--Testing
Roads--Ohio--Embankments--Design And Construction--Testing
Soil Stabilization--Ohio
Embankment Foundations
Embankments
Geotextiles
Roads
Soil Stabilization
Testing

Publication/ Report Number:
FHWA/OH-2000/002
Resource Type:
Tech Report
Geographical Coverage:
Ohio
OCLC Number:
676688933
Edition:
Final report.
Corporate Publisher:
Ohio. Dept. of Transportation
NTL Classification:
NTL-HIGHWAY/ROAD TRANSPORTATION-Soils and Geology ; NTL-HIGHWAY/ROAD TRANSPORTATION-Construction and Maintenance ;
Abstract:
A section of I-670 in Columbus, OH, constructed during 1997-1998, includes a 33 ft. (l0 m) high embankment over a deposit of very soft sludge. The design used geosynthetics for reinforcement of the embankment and wick drains to accelerate the consolidation in the sludge. Stage construction was used to allow consolidation of the sludge. To verify the design assumptions, a test embankment was completed in 1993. The performance of the test embankment provided the information for the design of the full scale embankment. This project provided the opportunity to demonstrate the application of research findings from the test embankment to actual design and construction. The objective was to demonstrate how research findings can be used in design and construction. This report shows (1) how the results of the test embankment were used in the design of the full-scale embankment and prediction of the embankment performance, (2) how observation of the embankment performance can be used as construction control and (3) how the results can be used in future application of similar technology.
Format:
PDF
Funding:
14672(0)
Collection(s):
US Transportation Collection
Main Document Checksum:
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urn:sha256:b4203005d26002d368c4977322c6203da5dab47cdf0b237bbb4c054bbbcc2c48
File Type:

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