Laboratory evaluation of flyash treated embankment and base materials : interim report No. 1.

Melancon, James; Mitcha,, Kim M.; Griffin, Paul M.; Louisiana Transportation Research Center

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Laboratory evaluation of flyash treated embankment and base materials : interim report No. 1.

1986-06-01
By Melancon, James ; Mitcha,, Kim M. ; Griffin, Paul M.

[PDF-2.77 MB]

English

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Creators:

Melancon, James ; Mitcha,, Kim M. ; Griffin, Paul M.

Melancon, James ; Mitcha,, Kim M. ; Griffin, Paul M. Less -
Corporate Creators:

Louisiana Transportation Research Center
Corporate Contributors:

United States. Federal Highway Administration
Subject/TRT Terms:

[+]

Base Course (Pavements) Compressive Strength Embankments Fly Ash Hydraulic Cement Laboratory Tests Soil Stabilization Vacuum
Publication/ Report Number:

Research Report No. 182
Resource Type:

Tech Report
Geographical Coverage:

Louisiana
Corporate Publisher:

Louisiana Transportation Research Center
Abstract:

This study was undertaken to provide the Louisiana DOTD with a data base from which decision-making information can be concerning the modification or stabilization of soils using flyash as a full or partial replacement for hydraulic cement or hydrated lime.

This report deals with application to pavement bases only. It is further restricted to two soil types that are commonly used in road bases in Louisiana. Data was obtained from soil specimens combined with cement, lime, and/or flyash from three local generating plants.

Unconfined compressive and vacuum saturation strengths were compared to those presently required for stabilization using cement as a single additive.
Format:

PDF
Funding:

Research Project No. 83-1S
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:7af4eb4a89aae2a3365ea6ae5d155fd4be40a949a0710ddc713a5d40ab694aa0
Download URL:

https://rosap.ntl.bts.gov/view/dot/21910/dot_21910_DS1.pdf
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Laboratory evaluation of flyash treated embankment and base materials : interim report No. 1.

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