Chapter
Jun 20, 2012
Ground Modification: How Much Improvement?
Authors: S. M. Mackiewicz, Ph.D. [email protected], and W. M. Camp, III [email protected]Author Affiliations
Publication: Soil Improvement
Abstract
Ground modification has been used on many construction sites to density granular material and reduce potential settlement or the susceptibility to liquefaction. This paper evaluates the benefits derived through several ground improvement methods, deep dynamic compaction, vibro-compaction, and vibro-replacement. These ground modification procedures were performed on several study sites with the effectiveness of the methods evaluated by comparing the tip resistance of pre- and post-construction cone penetrometer test (CPT) soundings. The results provided by the treatment methods were also evaluated with respect to the amount of fines observed in the subsurface profile. The results of our evaluation are intended to expand the availability of information on the effectiveness of these ground modification methods.
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Copyright
© 2007 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
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ASCE Technical Topics:
- Compacted soils
- Construction engineering
- Construction management
- Construction materials
- Construction sites
- Engineering materials (by type)
- Geomechanics
- Geotechnical engineering
- Geotechnical investigation
- Granular materials
- Materials engineering
- Penetration tests
- Soil dynamics
- Soil liquefaction
- Soil mechanics
- Soil properties
- Soil settlement
- Soil stabilization
- Soils (by type)
Authors
Affiliations
P.E.
Kleinfelder, Inc. 7802 Barton, Lenexa, Kansas 66214. E-mail: [email protected]
P.E.
S&ME, Inc., 620 Wando Park Boulevard, Mt. Pleasant, South Carolina 29464. E-mail: [email protected]
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