Research Article
Jan 1968
The Behavior of Foundations During Construction
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 94, Issue 1
Abstract
This paper is based on an extensive study of foundations on the M.I.T. campus. Measurements of pore pressure and movement of foundations on the campus are presented, some of the fundamentals of foundation behavior during excavation are identified, and predicted and measured performances compared. Most of the heave was caused by strains in the overconsolidated soil immediately below the surface of the excavation. Most of the heave was time-dependent, i.e., consolidation heave. Compressive horizontal strains occurred in the foundation soil during both the initial heave and the consolidation heave. Theoretical predictions of performance resulted in: (1) An underprediction of initial head drop; (2) an underprediction of consolidation rate; (3) a close prediction of total head at the end of the excavation period; and (4) an overprediction in both initial heave and consolidation heave.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 94 • Issue 1 • January 1968
Pages: 93 - 130
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Jan 1968
Published online: Feb 12, 2021
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Authors
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T. William Lambe, F.ASCE
Prof. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
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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.
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