Chapter
Apr 26, 2012
Compression and Uplift of Rammed Aggregate Piers in Clay
Authors: Christopher Lillis, Alan J. Lutenegger, and Michael AdamsAuthor Affiliations
Publication: GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
Abstract
Full scale compression and uplift load tests were conducted on 3 Rammed Aggregate Piers in the upper surficial clay fill at the NGES located at the University of Massachusetts — Amherst. The tests were conducted to evaluate the performance of this intermediate foundation system in a fine-grained soil. The field investigation also included measurements of vertical and lateral soil deformation to evaluate the active zone of soil resistance. The results show viable uplift and bearing capacity application for the foundation system in fine grained soils.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Aggregates
- Clays
- Continuum mechanics
- Deformation (mechanics)
- Engineering fundamentals
- Engineering mechanics
- Fine-grained soils
- Geomechanics
- Geotechnical engineering
- Hydraulic engineering
- Hydraulic structures
- Infrastructure
- Load tests
- Pavements
- Piers
- Ports and harbors
- Soil compression
- Soil deformation
- Soil dynamics
- Soil mechanics
- Soils (by type)
- Solid mechanics
- Structural mechanics
- Tests (by type)
- Transportation engineering
- Uplifting behavior
- Water and water resources
Authors
Affiliations
Christopher Lillis
Graduate Research Assistant, Department of Civil and Environmental Eng., University of Massachusetts, 28 Marston Hall, Amherst, MA 01003
Alan J. Lutenegger
Professor and Head, Department of Civil and Environmental Eng., University of Massachusetts, 224 Marston Hall, Amherst, MA 01003
Michael Adams
Research Geologist, Turner Fairbanks Highway Research Center, FHWA, 3600 Georgetown Pike, McLean, VA 22203
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.