Research Article
Nov 1973

Compaction of Hydraulically Placed Fills

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 99, Issue 11

Abstract

On the basis of the literature and experience with the placement and compaction of numerous hydraulic fills, it appears that a relative density of 50 to 60% can be obtained with no compaction for well-controlled hydraulic fills containing less than 10% fines. Some other requirements for a well-controlled hydraulic fill are: (1) the water table must be well below the surface of the fill so that there is downward drainage at all times; (2) material must not be bulldozed into low areas without subsequent sluicing, otherwise low densities will result; (3) a uniform flow must be maintained over the fill surface by use of bulldozers and shear boards to direct the flow of water; and (4) deposition into pools of water must be prevented in order to eliminate the accumulation of fines and resulting low densities. If hydraulic fills require relative densities greater than 50 to 60%, then compaction rolling above the water table is required with (track) tractor or rubber-tired rolling equipment or with a steel drum vibrating roller.

Get full access to this article

View all available purchase options and get full access to this article.

Information & Authors

Information

Published In

Journal of the Soil Mechanics and Foundations Division
Volume 99Issue 11November 1973
Pages: 939 - 955

History

Published in print: Nov 1973
Published online: Feb 12, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Willard J. Turnbull, F.ASCE
Consultant, McClelland Engrs., Inc., Div. Office, St. Louis, Mo.
Charles I. Mansur, F.ASCE
Vice-Pres., McClelland Engrs., Inc., Div. Office, St. Louis, Mo.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share