Closure to “Seismic Uplift Capacity of Horizontal Strip Anchors Using a Modified Pseudodynamic Approach” by Anindya Pain, Deepankar Choudhury, and S. K. Bhattacharyya
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VIEW THE ORIGINAL ARTICLEPublication: International Journal of Geomechanics
Volume 17, Issue 7
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Acknowledgments
The authors acknowledge B. Giridhar Rajesh (Research Scholar, Indian Institute of Technology Bombay) for assistance during the preparation of this closure.
References
Ahmad, S. M., and Choudhury, D. (2010). “Seismic rotational stability of waterfront retaining wall using pseudodynamic method.” Int. J. Geomech., 45–52.
Basha, B. M., and Babu, G. L. (2009). “Computation of sliding displacements of bridge abutments by pseudo-dynamic method.” Soil Dyn. Earthquake Eng., 29(1), 103–120.
Dickin, E. A., and Laman, M. (2007). “Uplift response of strip anchors in cohesionless soil.” Adv. Eng. Software, 38(8–9), 618–625.
Fang, Y. S., and Chen, T. J. (1995). “Modification of Mononobe–Okabe theory.” Géotechnique, 45(1), 165–167.
Ghosh, P., and Kolathayar, S. (2011). “Seismic passive earth pressure behind non vertical wall with composite failure mechanism: Pseudo-dynamic approach.” Geotech. Geol. Eng., 29, 363–73.
Pain, A., Choudhury, D., and Bhattacharyya, S. K. (2016a). “Seismic passive earth resistance using modified pseudo-dynamic method.” Earthquake Eng. Eng. Vib., in press.
Pain, A., Choudhury, D., and Bhattacharyya, S. K. (2016b). “Seismic uplift capacity of horizontal strip anchors using a modified pseudodynamic approach.” Int. J. Geomech., 04015025.
PLAXIS [Computer software]. PLAXIS, Delft, Netherlands.
Rajesh, B. G., and Choudhury, D. (2016). “Influence of non-breaking wave force on seismic stability of seawall for passive condition.” Ocean Eng., 114, 47–57.
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© 2017 American Society of Civil Engineers.
History
Received: Mar 2, 2016
Accepted: Nov 8, 2016
Published online: Jan 19, 2017
Discussion open until: Jun 19, 2017
Published in print: Jul 1, 2017
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