Research Article
Jan 1957
The Action of Soft Clay along Friction Piles
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VIEW THE REPLYAuthors: H. Bolton Seed and Lymon C. Reese, AM.ASCEAuthor Affiliations
Publication: Transactions of the American Society of Civil Engineers
Volume 122, Issue 1
Abstract
Data are presented herein on the increase in supporting capacity of a pipele with the passage of time, the distribution of applied loads along the pile, and the pore-water pressu res developed in the soil adjacent to the pile when given into soft, saturated clay. Soil test data are interpreted to determine the effect of pile driving on the clay and the resis tanc e of the clay to movement the pile. A procedure is prese nted for using the results of vane shear tests determine the relationship between load and settlement for a pile driven to clay.
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Transactions of the American Society of Civil Engineers
Volume 122 • Issue 1 • January 1957
Pages: 731 - 754
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© 1957 American Society of Civil Engineers.
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Published in print: Jan 1957
Published online: Feb 10, 2021
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H. Bolton Seed
Associate Prof. of. Civ. Eng., Univ. of California, Berkeley, Calif.
Lymon C. Reese, AM.ASCE
Asst. Prof. of Civ. Eng., Univ. of Texas, Austin, Tex.
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