Research Article
Jan 1970
Precompression for Improving Foundation Soils
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 96, Issue 1
Abstract
The precompression of weak and compressible subsoils, with or without vertical sand drains to accelerate consolidation, to increase their strength and to decrease postconstruction settlements to tolerable amounts is discussed with reference to uses and to design procedures. Precompression is an effective means for eliminating, in advance of construction of structures or roads, primary consolidation and a portion of secondary compression that would otherwise occur. The amount of secondary compression that is avoided by precompression can be estimated reasonably well, and the surcharge fill can be designed to reduce the remaining secondary compression settlements to tolerable amounts. Design procedures to minimize secondary compression effects are presented.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 96 • Issue 1 • January 1970
Pages: 111 - 144
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Jan 1970
Published online: Feb 12, 2021
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Authors
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Stanley J. Johnson, F.ASCE
Special Asst., Soils Div., U.S. Army Engrs. Waterways Experiment Station, Vicksburg, Miss.
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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.