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Author

Sajjad A. Borzeshi

Observed institution: Sharif University of Technology
ORCID: 0000-0002-1165-1621
Observed ORCID: 0000-0002-1165-1621
OpenAlex ID: A5114501619
Seismic nonlinear 3D analysis of ground improvement effects on soil–pile interaction considering advanced soil constitutive model
2026 · Sajjad A. Borzeshi, Sadjad Hadei, et al. · Bulletin of Earthquake Engineering · 14
Effects of Loading Frequency on Soil–Pile Interaction Using Numerical Nonlinear Three-Dimensional Analyses
2024 · Mohammad M. Ahmadi, Sadjad Hadei, et al. · International Journal of Geomechanics · 14
Three‐Dimensional Nonlinear Dynamic Analysis of Soil–Pile–Structure Interaction in Clay: Insights Into the Role of Mode Shapes on Seismic Response
2025 · Arash Hokmabadi, Sajjad A. Borzeshi, et al. · Earthquake Engineering and Resilience · 6
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Seismic response of piles using a modified nonlinear kinematic hardening constitutive model: 3D numerical modeling and predictive method development
2026 · Sajjad A. Borzeshi, Sadjad Hadei, et al. · Innovative Infrastructure Solutions · 4
Impacts of the Superstructure on the Seismic Responses of Piled Raft Foundations: A 3D Nonlinear Dynamic Analysis Using Kinematic Hardening Constitutive Model
2025 · Arash Hokmabadi, Sajjad A. Borzeshi, et al. · Engineering Reports · 4
Role of layered soils in soil-pile group system behavior: nonlinear 3D dynamic analysis using a modified advanced constitutive model and centrifuge test verifications
2026 · Sajjad A. Borzeshi, Mohammad M. Ahmadi · Acta Geotechnica · 2
Seismic Responses of Pile Groups in Layered Saturated Sands
2026 · Sajjad A. Borzeshi, Mohammad M. Ahmadi · Geotechnical and Geological Engineering
Author response for "Impacts of the superstructure on the seismic responses of piled raft foundations: A 3D nonlinear dynamic analysis using kinematic hardening constitutive model"
2025 · Arash Hokmabadi, Sajjad A. Borzeshi, et al.
Works count: 8
Citation count: 44
H-index: 4
I10-index: 2
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