Undrained Cyclic Simple Shear Behavior Of Clay With Application To Pile Foundations Supporting Tension Leg Platforms

Malek, Aziz M.; Azzouz, Amr Sayed; Baligh, Mohsen M.; Germaine, John T.

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Undrained Cyclic Simple Shear Behavior Of Clay With Application To Pile Foundations Supporting Tension Leg Platforms

1987
By Malek, Aziz M. ; Azzouz, Amr Sayed ; Baligh, Mohsen M. ; ...
Series: Report (Massachusetts Institute of Technology. Sea Grant College Program)

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Personal Author:

Malek, Aziz M. ; Azzouz, Amr Sayed ; Baligh, Mohsen M. ; Germaine, John T.

Malek, Aziz M. ; Azzouz, Amr Sayed ; Baligh, Mohsen M. ; Germaine, John T. Less -
NOAA Program & Office:

Sea Grant ; OAR (Oceanic and Atmospheric Research)

Sea Grant ; OAR (Oceanic and Atmospheric Research) Less -
Sea Grant Program:

MIT (MIT Sea Grant)
Description:

The behavior of clays under combined static and cyclic loading conditions is investigated with particular application to deep-water compliant offshore structures. In order to develop more reliable methods for analyzing and predicting the behavior of pile shafts supporting tension leg platforms (TLPs), this report attempts to identify and evaluate the effects of important factors on the behavior of clay elements subjected to the complex loading history typical of a TLP foundation system. An hypothesis provides good predictions of the number of cycles to failure as well as evolution of shear strains during undrained cyclic direct simple shearing. Directions for future research are discussed.
Keywords:

[+]

Piling (Civil Engineering) Shear Strength Of Soils
Series:

Report (Massachusetts Institute of Technology. Sea Grant College Program)
Sea Grant Document Number:

MIT-T-87-004
Document Type:

Technical Report
Funding:

Grant no. NA84AA-D00046
Rights Information:

Public Domain
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Library
Main Document Checksum:

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urn:sha256:3c51d9852a319977f87c250a0913a52fda030d80bdc01bac6a687750c8ed27d6
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https://repository.library.noaa.gov/view/noaa/39827/noaa_39827_DS1.pdf
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Undrained Cyclic Simple Shear Behavior Of Clay With Application To Pile Foundations Supporting Tension Leg Platforms

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