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Zana Karimi
Zana Karimi
Geotechnical Engineer, AECOM
Dirección de correo verificada de colorado.edu
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Numerical and centrifuge modeling of seismic soil–foundation–structure interaction on liquefiable ground
Z Karimi, S Dashti
Journal of Geotechnical and Geoenvironmental Engineering 142 (1), 04015061, 2016
1492016
Seismic performance of shallow founded structures on liquefiable ground: validation of numerical simulations using centrifuge experiments
Z Karimi, S Dashti
Journal of Geotechnical and Geoenvironmental Engineering 142 (6), 04016011, 2016
1292016
A physics-informed semi-empirical probabilistic model for the settlement of shallow-founded structures on liquefiable ground
Z Bullock, Z Karimi, S Dashti, K Porter, AB Liel, KW Franke
Géotechnique 69 (5), 406-419, 2019
1032019
Key predictors of structure settlement on liquefiable ground: a numerical parametric study
Z Karimi, S Dashti, Z Bullock, K Porter, A Liel
Soil Dynamics and Earthquake Engineering 113, 286-308, 2018
762018
Ground motion intensity measures to evaluate I: The liquefaction hazard in the vicinity of shallow-founded structures
S Dashti, Z Karimi
Earthquake Spectra 33 (1), 241-276, 2017
572017
Ground motion intensity measures to evaluate II: The performance of shallow-founded structures on liquefiable ground
Z Karimi, S Dashti
Earthquake spectra 33 (1), 277-298, 2017
522017
Ground‐motion prediction equations for Arias intensity, cumulative absolute velocity, and peak incremental ground velocity for rock sites in different tectonic environments
Z Bullock, S Dashti, A Liel, K Porter, Z Karimi, B Bradley
Bulletin of the Seismological Society of America 107 (5), 2293-2309, 2017
442017
Probabilistic models for residual and peak transient tilt of mat-founded structures on liquefiable soils
Z Bullock, S Dashti, Z Karimi, A Liel, K Porter, K Franke
Journal of Geotechnical and Geoenvironmental Engineering 145 (2), 04018108, 2019
392019
Assessment supporting the use of outcropping rock evolutionary intensity measures for prediction of liquefaction consequences
Z Bullock, S Dashti, AB Liel, KA Porter, Z Karimi
Earthquake Spectra 35 (4), 1899-1926, 2019
282019
Numerical simulation of earthquake induced soil liquefaction: validation against centrifuge experimental results
Z Karimi, S Dashti
IFCEE 2015, 11-20, 2015
152015
Influence of soil and structural parameters on liquefaction-induced settlement of foundations
Z Karimi, Z Bullock, S Dashti, A Liel, K Porter
Proceedings of the 3rd International Conference on Performance-based Design …, 2017
92017
Effects of Ground Motion Intensity Measures on Liquefaction Triggering and Settlement near Structures
Z Karimi, S Dashti
1st international conference on natural hazard and infrastructures, https …, 2016
72016
Seismic settlement of shallow-founded structures on liquefiable ground
Z Karimi, Z Bullock, S Dashti, A Liel, K Porter
Geo-Risk 2017, 444-453, 2017
62017
Influence of soil and structural properties on the response of shallow-founded structures on layered liquefiable deposits
Z Karimi, S Dashti, Z Bullock
Geotechnical Frontiers 2017, 225-235, 2017
42017
Nonlinear seismic response of concrete gravity dams due to foundation fault movement
M Ghaemian, A Vafai, Z Karimi
Scientia Iranica 21 (5), 1539-1548, 2014
42014
Key parameters for predicting residual tilt of shallow-founded structures due to liquefaction
Z Bullock, Z Karimi, S Dashti, A Liel, K Porter
Geotechnical Earthquake Engineering and Soil Dynamics V, 425-434, 2018
32018
Seismic performance of shallow-founded structures on liquefiable ground: An experimental and numerical study
Z Karimi
University of Colorado at Boulder, 2016
22016
Three-Dimensional Seepage Simulation of a Tailings Storage Facility: A Case Study
Z Karimi, J Redmond, MH Kafash, K Katapa, R Davidson, H Tyler
12023
Electronic Supplement to Ground-Motion Prediction Equations for Arias Intensity, Cumulative Absolute Velocity, and Peak Incremental Ground Velocity for Rock Sites in Different …
Z Bullock, S Dashti, A Liel, K Porter, Z Karimi, B Bradley
Bulletin of the Seismological Society of America 107 (5), 2293-2309, 2017
12017
Seismic Evaluation of a Tailings Dam Using Uncoupled and Fully Coupled Soil Constitutive Models
Z Karimi, PA Sheykhloo, L Yenne, R Hickman, S Saunders, MH Kafash, ...
2023
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