Chapter
Feb 21, 2020
Geo-Congress 2020

Evaluation of Deformation Behavior of Sand-Clay Mixture under Traffic Loads

Publication: Geo-Congress 2020: Modeling, Geomaterials, and Site Characterization (GSP 317)

ABSTRACT

Vehicle traffic loading induces a heart-shaped stress path in deviatoric stress space [τ to (σz-σθ)/2], causing the rotation of principal stress direction acting on a soil element. A conventional triaxial test is not capable of applying the principal stress rotation induced by heart-shaped stress path and therefore, is not able to evaluate the behavior of soils accurately under traffic loads. However, a hollow cylinder test can simulate heart-shaped stress path imposed by traffic loading. In this study, the effect of heart-shaped stress path on the vertical deformation behavior of sand-clay mixture including 20% of clay by mass was experimentally investigated through hollow cylinder test. The tests in this study were conducted at three stages: i) saturation, ii) consolidation, and iii) shearing. The specimens were first saturated until Skempton’s B≥0.95 and then consolidated with K0=0.5. Thereafter, the specimens were sheared under cyclic loadings involving vertical stress and shear stress. Experimental results indicate that the principal stress rotation induced by traffic loading significantly influences the permanent strain development in sand-clay mixture.

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ACKNOWLEDGEMENT

The first author would like to thank the Scientific and Technological Research Council of Turkey (TUBITAK) for the financial support of his postdoctoral research at the Department of Civil, Construction and Environmental Engineering, Iowa State University.

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Published In

Go to Geo-Congress 2020
Geo-Congress 2020: Modeling, Geomaterials, and Site Characterization (GSP 317)
Pages: 201 - 209
Editors: James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8280-3

History

Published online: Feb 21, 2020

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Authors

Affiliations

Halil I. Fedakar, Ph.D. [email protected]
Dept. of Civil Engineering, Abdullah Gül Univ., Kayseri, Turkey. E-mail: [email protected]
Wenjing Cai [email protected]
Ph.D. Candidate, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA. E-mail: [email protected]
Cassandra J. Rutherford, Ph.D., M.ASCE [email protected]
P.E.
Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA. E-mail: [email protected]
Bora Cetin, Ph.D., A.M.ASCE [email protected]
Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA. E-mail: [email protected]

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