Chapter
Apr 26, 2012
Design Considerations for Inclusions by Limited Mobility Displacement Grouting
Publication: Grouting and Ground Treatment
Abstract
Many factors must be considered in the design of inclusions to be created by Limited Mobility Displacement (LMD) grouting. Inclusions can serve many functions from simple displacement of the surrounding soils to cause compaction, to forming structural columns and improving continuity of rock masses. The creation of inclusions is dependent upon the grout properties, subsurface conditions, and the design objectives. Practical limitations dictate the controllable size of inclusions, while grout and soil properties, and construction procedures control the strength and shape of injected masses. This paper reviews analytical tools for design of inclusions and presents recommendations for their use.
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Copyright
© 2003 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Compacted soils
- Compaction grouting
- Construction engineering
- Construction methods
- Continuum mechanics
- Displacement (mechanics)
- Engineering mechanics
- Geomechanics
- Geotechnical engineering
- Grouting
- Rock masses
- Rock mechanics
- Soil grouting
- Soil mechanics
- Soil properties
- Soil strength
- Soils (by type)
- Solid mechanics
- Structural mechanics
Authors
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Michael J. Byle
P.E.
F.ASCE
No affiliation information available.
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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.