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

Numerical Investigation on the Displacements and Failure Mechanism of Soil-Nailed Structures in Seismic Conditions

Publication: Geo-Congress 2019: Earthquake Engineering and Soil Dynamics (GSP 308)

ABSTRACT

A three-dimensional (3D) finite element (FE) model has been established using the commercial program ABAQUS to simulate the performance of soil nailing systems in seismic conditions. Comparisons with experimental data have confirmed that the developed FE model can simulate the seismic behavior of a soil nail system properly. Based on this, the verified FE model has been used to study the effect of different nail orientations, slope angles, and backslope angles on the seismic deformations and failure mechanism of the soil nailing systems. It was found that with an increase in nail orientation, horizontal displacement of the soil nailed system decreased almost in all of the models. However, there was an optimum value for nail inclination after which horizontal displacements started to increase or stay constant with the increase in nail inclination. As backslope angle increased, the seismic resistance of soil nailing systems became more unstable. A comparison between the results for slope angles of 75° and 90° showed that a steep nailed slope had less seismic resistance. Besides, for a slope angle of 90° the failure mechanism was a combination of translational and rotational deformations while models with slope angle equal to 75° exhibited predominantly translational failures.

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REFERENCES

Choukeir, M. (1996). “Seismic Analysis of Reinforced Earth and Soil Nailed Structures.” Ph.D. Thesis, New York Polytechnic Univ., NY.
Felio, G. Y., Vucetic, M., Hudson, M., Barar, P., and Chapman, R., (1990), “Performance of Soil Nailed Walls during the October 17, 1989 Loma Prieta Earthquake.” Proc., 43rd Canadian Geotechnical Conference, Quebec, 165-173.
Hibbitt, K., (2001). ABAQUS/standard User's Manual, Sorensen, Inc. Detroit, MI.
Hong, Y.S., Chen, R.H., Wu, C.S. and Chen, J.R., (2005). “Shaking table tests and stability analysis of steep nailed slopes.” Can. Geotech. J., 42(5), 1264-1279.
Lazarte, C. A., Elias, V., Espinoza, R. D., & Sabatini, P. J., (2003). Geotechnical engineering circular no. 7: Soil nail walls. Federal Highway Administration, Washington, DC.
Vucetic, M., Tufenkjian, M.R. and Doroudian, M., (1993). “Dynamic centrifuge testing of soil-nailed excavations.” Geotech. Test. J., 16(2), 172-187.
Wu, Y., and Prakash, S. (1996). “On seismic displacements of rigid retaining walls.” Proc., Analysis and Design of Retaining Structures against Earthquakes ASCE, Washington, DC. 21–37.

Information & Authors

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Published In

Go to Geo-Congress 2019
Geo-Congress 2019: Earthquake Engineering and Soil Dynamics (GSP 308)
Pages: 160 - 168
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): 978-0-7844-8210-0

History

Published online: Mar 21, 2019

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Affiliations

H. Dashtara [email protected]
M.S. Student, Dept. of Civil Engineering, Iran Univ. of Science and Technology. E-mail: [email protected]
A. H. Kolahdouzan [email protected]
M.S. Student, Dept. of Civil Engineering, Iran Univ. of Science and Technology. E-mail: [email protected]
A. Saeedi-Azizkandi [email protected]
Assistant Professor, Dept. of Civil Engineering, Iran Univ. of Science and Technology. E-mail: [email protected]
M. H. Baziar [email protected]
Professor, Dept. of Civil Engineering, Iran Univ. of Science and Technology. E-mail: [email protected]

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