Chapter
Mar 21, 2019
Eighth International Conference on Case Histories in Geotechnical Engineering

Investigating the Yield Anisotropy of Resedimented Nile Silty Clay

Publication: Geo-Congress 2019: Engineering Geology, Site Characterization, and Geophysics (GSP 311)

ABSTRACT

The paper investigates the mechanical behavior and anisotropic yielding of resedimented Nile silty clay (RNSC) in Egypt. The study uses samples resedimented in a consolidometer, and tested in a series of drained, stress controlled triaxial tests, where those samples are isotropically consolidated. The yield points measured show remaining asymmetry in the yield surface despite the isotropic consolidation. An asymmetric yield function is fitted to the yield data points using a modified stress tensor which accounts for the contacts between particles. The paper delineates the interaction between the inherent anisotropy, resulting from the resedimentation and the isotropic consolidation typically used in laboratory triaxial testing. Results indicate that the isotropic consolidation does not cause full rotation of the yield surface back to a symmetric state. The concept of local changes in the yield surface geometry around the consolidation path can explain the inconsistency between observed yield surface and the undrained stress path.

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REFERENCES

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Information & Authors

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Published In

Go to Geo-Congress 2019
Geo-Congress 2019: Engineering Geology, Site Characterization, and Geophysics (GSP 311)
Pages: 280 - 288
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8213-1

History

Published online: Mar 21, 2019

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Sherif A. Y. Akl, Ph.D., Aff.M.ASCE [email protected]
Associate Professor, Soil Mechanics and Foundations Research Laboratory, Public Works Dept., Faculty of Engineering, Cairo Univ., Giza 12611, Egypt. E-mail: [email protected]
Kareem M. Salaheldin
Graduate Student, Soil Mechanics and Foundations Research Laboratory, Public Works Dept., Faculty of Engineering, Cairo Univ., Giza 12611, Egypt
Hani A. Lotfi, Ph.D. [email protected]
Professor, Soil Mechanics and Foundations Research Laboratory, Public Works Dept., Faculty of Engineering, Cairo Univ., Giza 12611, Egypt. E-mail: [email protected]

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