Publications

Peer-Reviewed Journal Publications

[35] Olarte, J., Dashti, S., Liel, L. (forthcoming). “Can Ground Densification Improve Seismic Performance of Inelastic Structures on Liquefiable Soils?” Journal of Earthquake Engineering and Structural Dynamics (under second review).

[34] Bullock, Z., Karimi, S., Dashti, S., Porter, K., Liel, A., Franke, K. (forthcoming). “A Physics-Informed Semi-Empirical Probabilistic Model for the Settlement of Shallow-Founded Structures on Liquefiable Ground,” Geotechnique (under review)

[33] Ramirez, J., Barrero, A., Chen, L., Dashti, S., Ghofrani, A., Taiebat, M., Arduino, P. (forthcoming). “Site Response in a Layered Liquefiable Deposit: Evaluation of Different Numerical Tools and Methodologies with Centrifuge Experimental Results,” ASCE Journal of Geotechnical and GeoEnvironmental Engineering (under review).

[32] Badanagki, M., Dashti, S., Kirkwood, P. (forthcoming). “An Experimental Study of the Influence of Dense Granular Columns on the Performance of Level and Gently Sloping Liquefiable Sites,” ASCE Journal of Geotechnical and GeoEnvironmental Engineering (under second review).

[31] Paramasivam, B., Dashti, S., Liel, A. (forthcoming). “Influence of Prefabricated Vertical Drains on the Seismic Performance of Structures Founded on Liquefiable Soils,” ASCE Journal of Geotechnical and GeoEnvironmental Engineering (under review).

[30] Kirkwood, P., and Dashti, S. (forthcoming). “Considerations for Mitigation of Earthquake-Induced Soil Liquefaction in Urban Environments,” ASCE Journal of Geotechnical and GeoEnvironmental Engineering (under review).

[29] Karimi, Z., Dashti, S., Bullock, Z., Porter, K., Liel, A. (forthcoming). “Key Predictors of Structure Settlement on Liquefiable Ground: A Numerical Parametric Study,” Soil Dynamics and Earthquake Engineering (under review).

[28] Kirkwood, P., and Dashti, S. (forthcoming). “Influence of Prefabricated Vertical Drains on the Seismic Performance of Similar Neighboring Structures Founded on Liquefiable Deposits,” Geotechnique (under review).

[27] Kirkwood, P., and Dashti, S. (forthcoming). “A Centrifuge Study of Seismic Structure-Soil-Structure Interaction on Liquefiable Ground and the Implications for Structural Performance,” Earthquake Spectra, EERI (under review).

[26] Esmaeilzadeh, E., Jeong, C., Dashti, S., Hushmand, A., Taciroglu, E. (forthcoming). “Seismic response of buried reservoir structures: a comparison of numerical simulations with centrifuge experiments,” Soil Dynamics and Earthquake Engineering (under second review).

[25] Bullock, Z., Dashti, S., Liel, A., Karimi, Z., Bradley, B. (forthcoming). “Ground Motion Prediction Equations for Arias Intensity, Cumulative Absolute Velocity, and Peak Incremental Ground Velocity for Rock Sites in Different Tectonic Environments,” Bulletin of the Seismological Society of America, 107 (5): 2293-2309. DOI: https://doi.org/10.1785/0120160388

[24] Olarte, J., Paramasivam, B., Dashti, S., Liel, L., Zannin, J.  (2017). “Centrifuge Modeling of Mitigation-Soil-Foundation-Structure Interaction on Liquefiable Ground,” Soil Dynamics and Earthquake Engineering, 97, 304-323

[23] Arneson, E., Deniz, D., Javernick-Will, A., Liel, A., and Dashti, S. (2017). “Information Deficits and Post-Disaster Recovery,” Natural  Hazards Review, 1546-1555.

[22] Karimi, Z., and Dashti, S. (2017). “Ground Motion Intensity Measures to Evaluate II: the Performance of Shallow-Founded Structures on Liquefiable Ground,” Earthquake Spectra Journal, EERI (accepted and in press).

[21] Dashti, S., and Karimi, Z. (2017). “Ground Motion Intensity Measures to Evaluate I: the Liquefaction Hazard in the Vicinity of Shallow-Founded Structures,” Earthquake Spectra Journal, EERI (accepted and in press).

[20] Kayen, R., Dashti, S., Kokusho, T., Hazarika, H., Franke, K., Oettle, N.K., Wham, B., Ramirez, J. (2016). “GEER Reconnaissance of the 2016 Kumamoto Earthquakes.” JSCE Journal of Disaster FactSheets, FS2016-E-0007.

[19] Deniz, D., Arneson, E.E., Liel, A.B., Dashti, S., Javernick-Will, A. (2016). “Flood Loss Models for Residential Buildings, Based on the 2013 Colorado Floods,”  Natural Hazards, 85(2), 977-1003. DOI:10.1007/s11069-016-2615-3.

[18] A. Hushmand, S. Dashti, C. Davis, J.S. McCartney, B. Hushmand (2016). “A Centrifuge Study of the Influence of Site Response, Relative Stiffness, and Kinematic Constraints on the Seismic Performance of Buried Reservoir Structures,” Soil Dynamics and Earthquake Engineering Journal, 88, 427-438.

[17] Dashti, S., Hashash, Y., Gillis, K., Musgrove, M., and Walker, M. (2016). “Development of Dynamic Centrifuge Models of Underground Structures near Tall Buildings,” Soil Dynamics and Earthquake Engineering Journal, 86, 89-105.

[16] Y.H. Deng, S. Dashti, A. Hushmand, C. Davis, B. Hushmand (2016). “Seismic Response of Underground Reservoir Structures in Sand: Evaluation of Class-C and C1 Numerical Simulations using Centrifuge Experiments,” Soil Dynamics and Earthquake Engineering Journal, 85, 202-216.

[15] Hushmand, A., Dashti, S., Davis, C., Hushmand, B., McCartney, J., Hu, J., Lee, Y. (2016). “Seismic Performance of Underground Reservoir Structures: Insight from Centrifuge Modeling on the Influence of Backfill Soil Type and Geometry,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 10.1061/(ASCE)GT.1943-5606.0001544 , 04016058.

[14] Karimi, Z., and Dashti, S. (2016). “Seismic Performance of Shallow Founded Structures on Liquefiable Ground: Validation of Numerical Simulations Using Centrifuge Experiments,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 142(6), DOI: http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001479

[13] Hushmand, A., Dashti, S., Davis, C., Hushmand, B., Zhang, M., Ghayoomi, M., McCartney, J., Lee, Y., Hu, J. (2016). “Seismic Performance of Underground Reservoir Structures: Insight from Centrifuge Modeling on the Influence of Structure Stiffness,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 10.1061/(ASCE)GT.1943-5606.0001477.

[12] Hashash, Y., Dashti, S., Romero Arduz, M.I., Ghayoomi, M., and Musgrove, M. (2015). “Evaluation of 1-D Seismic Site Response Modeling of Sand using Centrifuge Experiments,” Soil Dynamics and Earthquake Engineering Journal, 78, 19-31.

[11] Karimi, Z., and Dashti, S. (2016). “Numerical and Centrifuge Modeling of Seismic Soil-Foundation-Structure-Interaction on Liquefiable Ground,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 142(1), DOI: http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001346

[10] Gillis, K., Dashti, S., Hashash, Y. (2015). “Dynamic Calibration of Tactile Sensors for Measurement of Soil Pressures in Centrifuge,” ASTM Geotechnical Testing Journal, 38(3), 1-14.

[9] Ghayoomi, M., and Dashti, S. (2015). “Effect of Ground Motion Characteristics on Seismic Soil-Foundation-Structure Interaction,” Earthquake Spectra Journal, Earthquake Engineering Research Institute, 31(3), 1-24.

[8] Dashti, S., Bray, J.D., Reilly, J., Glaser, S., Bayen, A., Ervasti, M. (2014). “Evaluating the Reliability of Mobile Phones as Seismic Monitoring Instruments,” Earthquake Spectra Journal, Earthquake Engineering Research Institute, 30(2), 1-22.

[7] Bray, J. D. and Dashti, S. (2014). “Liquefaction Induced Building Movement,” Bulletin of Earthquake Engineering, Springer, 2(3), 1129-1156.

[6] Ghayoomi, M., Dashti, S., McCartney, J.S. (2014). Closure to the Discussion of “Performance of a Transparent, Flexible Shear Beam-Type Container for Geotechnical Centrifuge Modeling of Dynamic Problems,” Journal of Soil Dynamics and Earthquake Engineering, 53, 230-239.

[5] Dashti, S., and Bray, J.D. (2013). “Numerical Simulation of Building Response on Liquefiable Sand,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 139 (8), 1235-1249.

[4] Ghayoomi, M., Dashti, S., McCartney, J.S. (2013). “Performance of a Transparent, Flexible Shear Beam-Type Container for Geotechnical Centrifuge Modeling of Dynamic Problems,” Journal of Soil Dynamics and Earthquake Engineering, 53, 230-239.

[3] Reilly, J., Dashti, S., Ervasti, M., Bray, J.D., Glaser, S., and Bayen, A. (2013). “Mobile Phones as Seismologic Sensors: Automating Data Extraction for the iShake System,” Journal of IEEE Transactions on Automation Science and Engineering, IEEE Robotics and Automation Society, 10 (2), 242-251.

[2] Dashti, S., Bray, J.D., Pestana, J., Riemer, M.R., and Wilson, D. (2010). “Centrifuge Testing to Evaluate and Mitigate Liquefaction-Induced Building Settlement Mechanisms,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 136 (7), 918-929.

[1] Dashti, S., Bray, J.D., Pestana, J.M., Riemer, M.R. and Wilson, D. (2010). “Mechanisms of Seismically-Induced Settlement of Buildings with Shallow Foundations on Liquefiable Soil,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 136 (1), 151-164.

Peer Reviewed Conference Proceedings

• Deniz, Derya, Bruce Ellingwood, Abbie Liel, and Shideh Dashti, “Flood Loss and Recovery Models for Residential Housing Stock: A Case Study of the 2013 Boulder, Colorado Floods,” ICOSSAR 2017, Vienna, Austria.

• Kayen, R., Dashti, S., Franke, T.K, Oettle, N.K., Wham, B., Kokusho, T, Hazarika, H., Calderon, J.R. (2017). “Case Histories of Geotechnical Engineering Damage From the 2016 MW 6.0, MW 6.2, and MW 7.0 Kumamoto Earthquakes,” Proceedings of 16th World Conference on Earthquake Engineering, Santiago, Chile.

• Olarte, J.S., Liel, A.B., Dashti, S., Paramasivam, B., Scheetz, R., Elfejji, J., Valigura, J. (2017). “Structural Models for Centrifuge Testing of Liquefaction-Related Building Damage,” Proceedings of 16th World Conference on Earthquake Engineering, Santiago, Chile.

• Paramasivam, B., Dashti, S., Liel, A.B., Olarte, J.C., Souza Junior, L.D., Gomes, L.S. (2017). “Performance of Inelastic, Shallow Founded Structures on Liquefiable Ground and the Effectiveness of Mitigation Strategies,” Proceedings of 16th World Conference on Earthquake Engineering, Santiago, Chile.

• Musgrave, M., Hashash, Y.M.A., Dashti, S., Gillis, K., Walker, M., Ellison, K. (2017). “Centrifuge and Numerical Modeling of Shallow Underground Structures Adjacent to Tall Buildings,”Proceedings of 16th World Conference on Earthquake Engineering, Santiago, Chile.

• Davis, C., Hushmand, A., Dashti, S. (2016). “Dynamic Increment of Pressure on Underground Rigid Wall: Comparing Analytical and Physical Models,” Proceedings of the 2nd Huixian International Forum on Earthquake Engineering for Young Researchers, Harbin, China.

• Hushmand, A., Dashti, S., Davis, C. (2016). “A Centrifuge Study: Influence of Site Response on the Seismic Performance of Buried Reservoir Structures,” Proceedings of the 2nd Huixian International Forum on Earthquake Engineering for Young Researchers, Harbin, China.

• Karimi, Z., and Dashti, S. (2016). “Effects of Ground Motion Intensity Measures on Liquefaction Triggering and Settlement near Structures,” Proceedings of the 1st International Conference on Natural Hazards and Infrastructure, Chania, Greece.

• Gillis, K., Dashti, S., Hashash, Y., Jones, C., Musgrove, M., Walker, M. (2015). “Seismic Performance of Shallow Underground Structures Adjacent to Tall Buildings: A Centrifuge Experimental Study,” Proceedings of the 6th International Conference on Earthquake Geotechnical Engineering, Christchurch, New Zealand.

• Hushmand, A., Dashti, S., Davis, C., Hushmand, B., Zhang, M., Lee, Y., Hu, J. (2015). “Centrifuge Study: Influence of Base Fixity on the Seismic Response of Buried Reservoir Structures,” Proceedings of the 6th International Conference on Earthquake Geotechnical Engineering, Christchurch, New Zealand.

• Karimi, Z., and Dashti, S. (2015). “Numerical Simulation of Earthquake Induced Soil Liquefaction: Validation against Centrifuge Experimental Results,” Proceedings of the 2015 GeoCongress, Geo-Institute, ASCE.

Dashti, S., Palen, L., Heris, M., Anderson, K. M., Anderson, S., Anderson, J. T. (2014). “Supporting Disaster Reconnaissance with Social Media Data: A Design-Oriented Case Study of the 2013 Colorado Floods,” Proceedings of the 11th International Conference on Information Systems for Crisis Response and Management, University Park, PA, USA, 1-10.

• Ghayoomi, M., and Dashti, S. (2014). “Effects of Ground Motion Intensity Parameters on Soil-Foundation-Structure-Interaction and Site Response,” Proceedings of the 8th International Conference on Physical Modeling in Geotechnics 2014, Perth, Australia.

• Gillis, K., Dashti, S., Hashash, Y.,  Arduz, M. I. R. (2014). “Seismic Response of a Cut-and-Cover Underground Structure in Dry Sand: Centrifuge Modeling,” Proceedings of the 8th International Conference on Physical Modeling in Geotechnics 2014, Perth, Australia.

• Hushmand, A., Dashti, S., Zhang, M., McCartney, J. S.,  Ghayoomi, M., Hushmand, B., Mokarram, N., Davis, C., Yangsoo, L., Hu, J. (2014). “Seismic Soil-Structure-Interaction and Lateral Earth Pressures on Buried Reservoir Structures,” Proceedings of the 2014 GeoCongress, Geo-Institute, ASCE, Oakland, CA.

• Gillis, K., Dashti, S., Hashash, Y.,  Arduz, M. I. R., Walker, M. C. (2014). “Dynamic Centrifuge Testing of a Temporary Braced Excavation in Dry Sand,” Proceedings of the 2014 GeoCongress, Geo-Institute, ASCE, Oakland, CA.

Dashti, S., Hushmand, A., Ghayoomi, M., McCartney, J. S., Zhang, M., Hushmand, B., Mokarram, N., Bastani, A., Davis, C., Yangsoo, L., Hu, J. (2013). “Centrifuge Modeling of Seismic Soil-Structure-Interaction and Lateral Earth Pressures for Large Near-Surface Underground Structures,”Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, France.

• Bray, J.D., and Dashti, S. (2012). “Liquefaction-Induced Building Movements,” Invited Keynote Paper, Proceedings of the 2nd International Conference on Performance-Based Design Earthquake Geotechnical Engineering, Taormina, Italy.

• Ghayoomi, M., Dashti, S., McCartney, J.S. (2012). “Effect of Boundary Conditions on the Performance of a Transparent Flexible Shear Beam-Type Container,” Proceedings of the 2nd International Conference on Performance-Based Design Earthquake Geotechnical Engineering, Taormina, Italy.

Dashti, S., Gillis, K., Ghayoomi, M., and Hashash, Y. (2012). “Sensing of Lateral Seismic Earth Pressures in Geotechnical Centrifuge Modeling,” Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 1-10.

Dashti, S., Bray, J.D., Reilly, J., Glaser, S., Bayen, A. (2012). “iShake: Reliability of Phones as Seismic Sensors,” Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal.

Dashti, S., and Bray, J.D. (2012). “Numerical Insights into Liquefaction-Induced Building Settlement,” Proceeding of the 2012 Geo-Congress, Geo-Institude, ASCE, Oakland, CA.

• Ervasti, M., Dashti, S., Reilly, J., Glaser, S., Bayen, A., Bray, J.D. (2011). “iShake: Mobile Phones as Seismic Sensors — User Study Findings,” Proceedings of 10th International Conference on Mobile and Ubiquitous Multimedia, Beijing, China.

• Dashti, S., Reilly, J., Bray, J.D., Bayen, A.M., Glaser, S., Mari, E. (2011). “iShake: Mobile Phones as Seismic Sensors,” American Geophysics Union Fall Meeting Invited Abstract and Presentation, San Francisco, Dec. 17.

• Bray, J.D. and Dashti, S. (2010). “Liquefaction-Induced Movements of Buildings with Shallow Foundations,” Invited Keynote Paper, 5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, CA, USA.

Dashti, S., Bray, J.D., Pestana, J., Riemer, M.R., and Wilson, D. (2010). “Experimental Insight into Liquefaction-Induced Building Settlement.” Proc., 9th US National and 10th Canadian Conference on Earthquake Engineering: Reaching Beyond Borders, Toronto, Canada.

Dashti, S., Bray, J.D., Riemer, M.R., Wilson, D. (2008). “Centrifuge Experimentation of Building Performance on Liquefied Ground,” Proc., 4th Decennial Geotechnical Earthquake Engineering and Soil Dynamics Conference, Sacramento, CA, USA.

Dashti, S., Bray, J.D., Riemer, M.R. and Wilson, D. (2007). “Centrifuge Experimentation of Building Performance on Liquefied Ground,” Proc., 5th NEES Annual Meeting, Snowbird, Utah, USA.

Reports

• Dashti, S. (2015). “Liquefaction: Performance of Building Foundation Systems,” Invited Article to Encyclopedia of Earthquake Engineering, Springer Reference, Article ID: 366931, Chapter ID: 16.

• Kenneth Gillis, Shideh Dashti, Youssef Hashash, Christina Jones (2014). “Test-1: Seismic Response of an Isolated Cut and Cover Tunnel in Dry Sand.” Network for Earthquake Engineering Simulation (NEES)(distributor). Dataset. DOI: 10.4231/D3JQ0SW10

• Kenneth Gillis, Shideh Dashti, Youssef Hashash,  Christina Jones (2014). “Test-2: Seismic Response of an Isolated Braced Excavation in Dry Sand.” Network for Earthquake Engineering Simulation (NEES)(distributor). Dataset. DOI: 10.4231/D3DZ0328H

• Kenneth Gillis, Shideh Dashti, Youssef Hashash, Christina Jones (2014). Test-3: Seismic Response of a Shallow Cut and Cover Tunnel in Close Proximity to a Mid-Rise Building. Network for Earthquake Engineering Simulation (NEES)(distributor). Dataset. DOI: 10.4231/D39882N7F

• Kenneth Gillis, Shideh Dashti, Youssef Hashash, Christina Jones (2014). Test-4: Seismic Response of a Braced Excavation in Close Proximity to a Mid-Rise Building. Network for Earthquake Engineering Simulation (NEES)(distributor). Dataset. DOI: 10.4231/D35H7BV39

• Kenneth Gillis, Christina Jones, Shideh Dashti, Tiago De Oliveira Almeida (2015). Test-5: Seismic Response of a Shallow Cut and Cover Tunnel in Close Proximity to a High-Rise Building. Network for Earthquake Engineering Simulation (NEES)(distributor). Dataset. DOI: 10.4231/D36688K4Z

• Kenneth Gillis, Christina Jones, Shideh Dashti, Tiago De Oliveira Almeida (2015). Test-6: Seismic Response of a Braced Excavation in Close Proximity to a High-Rise Building. Network for Earthquake Engineering Simulation (NEES)(distributor). Dataset. DOI: 10.4231/D32F7JS0T

• Keaton, J., Anderson, S., Santi, P., Dashti, S. (2013). “Geotechnical Effects of Intense Precipitation on August 9, 2013, on Slopes above Manitou Springs, Colorado, that were Burned in the 2012 Waldo Canyon Fire,” Geotechnical Extreme Event Reconnaissance (GEER) Report, December 2013.

• EERI Special Earthquake Report (2011). “Geotechnical Effects of the M9.0 Tohoku, Japan Earthquake of March 11, 2011,” Learning from Earthquakes EERI Newsletter, September 2011.

Dashti, S., Reilly, J., Bray, J.D., Bayen, A.M., Glaser, S., Mari, E. (2011). “iShake: Using Personal Devices to Deliver Rapid Semi-Quantitative Earthquake Shaking Information,” GeoEngineering Report, Department of Civil and Environmental Engineering, University of California at Berkeley, Feb 28.

Dashti, S., Bray, J.D., Pestana, J., Riemer, M.R., Wilson, D. (2009). “NEESR-II Project: Towards Developing an Engineering Procedure for Evaluating Building Performance on Softened Ground – Centrifuge Data Report for Test Series SHD04,” report on NEES-Central website (https://central.nees.org), available to the public.

Dashti, S., Bray, J.D., Pestana, J., Riemer, M.R., Wilson, D. (2008). “NEESR-II Project: Towards Developing an Engineering Procedure for Evaluating Building Performance on Softened Ground – Centrifuge Data Report for Test Series SHD03,” report on NEES-Central website (https://central.nees.org), available to the public.

Dashti, S., Bray, J.D., Riemer, M.R., Wilson, D. (2008). “NEESR-II Project: Towards Developing an Engineering Procedure for Evaluating Building Performance on Softened Ground – Centrifuge Data Report for Test Series SHD02,” published report on NEES-Central website (https://central.nees.org) available to the public.

Dashti, S., Bray, J.D., Riemer, M.R., Wilson, D. (2007). “NEESR-II Project: Towards Developing an Engineering Procedure for Evaluating Building Performance on Softened Ground – Centrifuge Data Report for Test Series SHD01,” published report on NEES-Central website (https://central.nees.org) available to the public.

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