Research Article
Mar 1968
End Bearing and Skin Friction Resistance of Piles
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VIEW THE REPLYAuthors: Bengt B. Broms, M.ASCE, and Lars HellmanAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 94, Issue 2
Abstract
A device with which it is possible to separate the point resistance from the total bearing capacity by measuring the compression of the lower part of a test pile is described. This method has been used extensively in Sweden during the last three years. Results from a load test with a driven reinforced concrete pile in which the new device has been used indicate that the skin friction resistance can be calculated from the undrained shear strength of the surrounding cohesive soil. The test results also indicate that the point resistance can be estimated from the stress wave equation.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 94 • Issue 2 • March 1968
Pages: 421 - 429
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Mar 1968
Published online: Feb 12, 2021
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Authors
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Bengt B. Broms, M.ASCE
Dir., Swedish Geotechnical Institute, Stockholm, Sweden
Lars Hellman
Civ. Engr., H. Orrje and Co. AB, Stockholm, Sweden
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