Research Article
Sep 1964

Fill Settlement Despite Vertical Sand Drains

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Publication: Journal of the Soil Mechanics and Foundations Division
Volume 90, Issue 5

Abstract

A marsh deposit, stabilized by vertical sand drains and a surcharge loading, settled 4 ft after completion of the stabilization, preconsolidation period. Soil borings and laboratory tests made 4 yr after construction show that 6 ft of primary consolidation should have been anticipated, of which only 1.5 ft would occur during the specified 3-month stabilization period. The remainder would be virtually complete approximately 10 yr after construction, but some secondary compression would continue indefinitely. The predicted settlement 11 yr after construction was 7 ft, including 1 ft of secondary compression; this total was within 10% of the measured value.

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Journal of the Soil Mechanics and Foundations Division
Volume 90Issue 5September 1964
Pages: 289 - 302

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Published in print: Sep 1964
Published online: Feb 12, 2021

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George F. Sowers, F.ASCE
Consultant and Vice Pres., Law Engrg. Testing Co., Atlanta, Ga.; Prof. of Civ. Engrg., Georgia Inst. of Tech., Atlanta, Ga.

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