Research Article
Jan 1970

Precompression for Improving Foundation Soils

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Publication: 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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Journal of the Soil Mechanics and Foundations Division
Volume 96Issue 1January 1970
Pages: 111 - 144

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Published in print: Jan 1970
Published online: Feb 12, 2021

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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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