Bearing Capacity Analysis of Pavements

Hopkins, Tommy C.; University of Kentucky Transportation Center

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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.

i

Bearing Capacity Analysis of Pavements

1998-10-01
By Hopkins, Tommy C.

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Details:

Creators:

Hopkins, Tommy C.
Corporate Creators:

University of Kentucky Transportation Center
Corporate Contributors:

Kentucky Transportation Cabinet ; United States. Federal Highway Administration

Kentucky Transportation Cabinet ; United States. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Asphalt Asphalt Pavements Bearing Capacity Construction Correlations Models Pavements Plasticity Safety Factors Soils Stability Stability (Mechanics) Subbase (Pavements) Subgrade (Pavements)
Publication/ Report Number:

KTC-91-8
Resource Type:

Tech Report
Geographical Coverage:

United States ; Kentucky

United States ; Kentucky Less -
Edition:

Final Report
Corporate Publisher:

University of Kentucky Transportation Center
Abstract:

A multilayered, mathematical model for analyzing the ultimate bearing capacity of soil subgrades and asphalt pavements is presented. Theoretical considerations and mathematical derivations of limit equilibrium equations, based on plasticity principles. Sponsored by Kentucky Transportation Cabinet, Frankfort and Federal Highway Administration, Frankfort, KY. Kentucky Div.
Format:

PDF
Funding:

KYHPR-88-121
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:57abd9cf843cba7e6fc864bf9041902b3d284f111ea17a99a7c5f03bcb231d47
Download URL:

https://rosap.ntl.bts.gov/view/dot/40105/dot_40105_DS1.pdf
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Bearing Capacity Analysis of Pavements

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