Research Article
Mar 1963
Densification of Soils by Explosive Vibrations
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VIEW THE REPLYPublication: Journal of the Construction Division
Volume 89, Issue 1
Abstract
Densification is compaction applied to unlimited depths from the surface. Densification allows building on granular soils with original bearing values below minimum, reduces or eliminates piles or raft foundations, decreases permeability, and increases slopes for excavation purposes. Densification of loose granular soils can be economically accomplished by numerous small charges of explosives individually detonated. This method can not be used in cohesive soils. Saturated or dry soils produce maximum densification of from 75% to 85% relative density. Type of explosive combined with soil amplitude and velocity are important factors. Small engineered charges produce a safe densification method despite common prejudice against explosives. Operations must be carefully engineered as to explosive type, size, spacing, depth, and firing pattern in relation to soil, water table, dimensions, and required densification. Limitations include excess pore pressures, liquefaction, and damage to existing structures. History, theory, construction procedures, testing, and current cost estimates are examined. Data on completed jobs with different soil conditions in the United States and abroad are given.
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Published In
Journal of the Construction Division
Volume 89 • Issue 1 • March 1963
Pages: 79 - 100
Copyright
© 1963 American Society of Civil Engineers.
History
Published in print: Mar 1963
Published online: Feb 11, 2021
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Authors
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Byron J. Prugh, M.ASCE
Pres., Prugh and Assocs., lnc., Tampa, Fla.
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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.
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.