Research Article
May 1980
Permeability and Piping in Fractured Rocks
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 106, Issue 5
Abstract
Design criteria for compacted fine grained soil placed against coarser material ensure protection of the soil from being eroded. However, not much attention has been paid to the problem of erosion and piping when compacted soil is placed against jointed rock. This paper reports the results of preliminary laboratory investigations to study the erosion of a compacted silty soil into rough or smooth fractures of a cylindrical rock specimen under radial flow conditions. The tests show that erosion of soil particles and subsequent transport through the fractures are functions of fracture-aperture, pressure-difference causing flow, and size of soil particles. The largest dimension of the soil particles eroded generally increased with the pressure difference causing flow. Cycling of water pressure seems to have a pronounced effect on the erodibility and transport of soil particles.
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 Geotechnical Engineering Division
Volume 106 • Issue 5 • May 1980
Pages: 485 - 498
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: May 1980
Published online: Feb 11, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Richard E. Goodman, M.ASCE
Prof. of Geological Engrg.; Univ. of California, Berkeley, Calif
Panchanatham N. Sundaram
Asst. Prof. of Civ. Engrg.; Univ. of Wisconsin, Milwaukee, Wisc
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.
Cited by
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 Item saved, go to cart 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.
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.
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 Item saved, go to cart 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.
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.