Research Article
Aug 1981
Undrained Settlement of Plastic and Organic Clays
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 8
Abstract
For most foundation loading situations, initial settlements due to undrained shear deformations are small. The common practice of computing consolidation settlements using the conventional 1-dimensional model therefore generally yields total settlement estimates of sufficient accuracy for design purposes. Initial settlements can become a predominant design consideration with highly plastic or organic foundation soils, or both, however—especially when loaded to low stability factors of safety, as illustrated by three case histories. Moreover, with slow field rates of consolidation, the occurrence of large initial settlements may also be followed by excessive undrained creep deformations. A semi-empirical method is presented for predicting the magnitude of initial settlement and the likelihood of excessive creep movements. Ways of reducing detrimental undrained shear deformations in design practice are explored.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 8 • August 1981
Pages: 1079 - 1094
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Aug 1981
Published online: Feb 11, 2021
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Authors
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Roger Foott, M.ASCE
Program Mgr., Soils and Foundation Engrg., Dames and Moore, Burlington, Mass
Charles C. Ladd, F.ASCE
Prof. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass
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