Static Response of a Pile Group in the Domain of Uncertainty-Reference-Cited by-同舟云学术

Static Response of a Pile Group in the Domain of Uncertainty

Published:2023-03-23 Issue: Volume: Page:
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Container-title:Geo-Congress 2023
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Author:

Kotra Saikumar¹²,Chatterjee Kaustav¹²

Affiliation:

1. Ph.D. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Roorkee, India.

2. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology, Roorkee, India.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484685.005

Reference26 articles.

1. On the behavior of piles in non-cohesive soil under combined horizontal and vertical loading

2. Baecher, G. B., and Christian, J. T. (2006). “The influence of spatial correlation on the performance of earth structures and foundations.” In Geo-Congress 2006: Geotechnical Engineering in the Information Technology Age, American Society of Civil Engineers (ASCE), 194.

3. Baecher, G. B., and Christian, J. T. (2005). Reliability and Statistics in Geotechnical Engineering. John Wiley & Sons, Ltd.

4. Briaud, J. L., Tucker, L. M., and Ng, E. (1989). “Axially loaded 5 pile group and single pile in sand.” In Proceedings of the International Conference of Soil Mechanics and Foundation Engineering, ISSMGE, Rio de Janeiro, 1121–1124.

5. Seismic response of single piles in liquefiable soil considering P-delta effect

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1. Influence of Uncertainty in the Elastic Modulus of Soil on the Combined Axial and Laterally Loaded Pile Group;Indian Geotechnical Journal;2024-04-06