Ashly Margot Cabas Mijares

A DesignSafe earthquake ground motion database for California and surrounding regions

Ji, C., Cabas, A., Kottke, A., Pilz, M., Macedo, J., & Liu, C. (2023, February). EARTHQUAKE SPECTRA, Vol. 39, pp. 702–721.

Fluvial geomorphic factors affecting liquefaction-induced lateral spreading

EARTHQUAKE SPECTRA, 39(4), 2518–2547.

Resonant Column Testing Procedure for Microbial-Induced Carbonate- Precipitated Sands

Na, K., Cabas, A., & Montoya, B. M. (2023, January 23). GEOTECHNICAL TESTING JOURNAL, Vol. 1.

Quantifying the Error Associated with the Elastic Halfspace Assumption in Site Response Analysis

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 148(10).

Effects of Nonlinear Soil Behavior on Kappa (kappa): Observations from the KiK-Net Database

BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 111(4), 2138–2157.

Geotechnical lessons from the M-w 7.1 2018 Anchorage Alaska earthquake

EARTHQUAKE SPECTRA, 37(4), 2372–2399.

Introduction to the Special Section on Advances in Site Response Estimation

Kaklamanos, J., Cabas, A., Parolai, S., & Gueguen, P. (2021, August). BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, Vol. 111, pp. 1665–1676.

Site Effects on Ground Motion Directionality: Lessons from Case Studies in Japan

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 147.

Turning Disaster into Knowledge: Geotechnical Aspects of the 2018 Mw 7.1 Anchorage Alaska Earthquake

ASCE Geotechnical Special Publication: Proceedings from ASCE GeoCongress. Presented at the ASCE GeoCongress 2020, Minneapolis, MN.

Within station variability in kappa: evidence of directionality effects

Bulletin of the Seismological Society of America, 110(3), 1247–1259.

Assessment of Lateral Spreading Case Histories from Recent Seismic Events: Port-Au-Prince, Haiti 2010, and Christchurch, New Zealand 2011

In J. Ching, D. Li, & J. Zhang (Eds.), Proceedings from the 7th International Symposium on Geotechnical Safety and Risk. Taipei, Taiwan: Research Publishing.

Assessment of Lateral Spreading Estimations through the Lens of Centrifuge Modeling

Proceedings from ASCE GeoCongress 2019. Presented at the Eighth International Conference on Case Histories in Geotechnical Engineering, Philadelphia, Pennsylvania.

Assessment of the Contribution of Input Motion Selection Procedures to Uncertainty in Ground Motion Intensity Measures

[USGS Final Report].

Geotechnical Engineering Reconnaissance of the 30 November 2018 M7.0 Anchorage, Alaska Earthquake

[GEER report Version 2.].

Ground motion selection using the conditional spectrum: insights for different tectonic environments

In F. Silvestri & N. Morcai (Eds.), Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions: Proceedings of the VII ICEGE Seventh International Conference on Earthquake Geotechnical Engineering (pp. 1803–1811). Rome, Italy: CRC Press.

Assessment of the Influence of the Elastic Halfspace on Site Response Estimations

Presented at the 11th National Conference on Earthquake Engineering, Los Angeles, CA.

Investigation of the Dependence of Kappa Values on the Onset of Soil Nonlinearity as Captured by Shear Strain Index (PGV/Vs30)

Seismology of the Americas (joint conference of the Latin American and Caribbean Seismological Commission (LACSC) and the Seismological Society of America (SSA. Presented at the Seismology of the Americas (joint conference of the Latin American and Caribbean Seismological Commission (LACSC) and the Seismological Society of America (SSA), Florida.

Toward improving damping characterization for site response analysis

Proceedings from the ASCE 5th Geotechnical Earthquake Engineering and Soil Dynamics Conference. Austin, TX: ASCE Geotechnical Special Publication.

An empirical study of the parameterization of site response using the KiKnet array

(USGS Report No. G14AP00017).

Estimation of Site-Specific Kappa (κ0)-Consistent Damping Values at Selected Stations from the KiK-net Database

Presented at the 2017 SSA Annual Meeting, Denver, Colorado.

Estimation of Site‐Specific Kappa (κ0)‐Consistent Damping Values at KiK‐Net Sites to Assess the Discrepancy between Laboratory‐Based Damping Models and Observed Attenuation (of Seismic Waves) in the Field

Bulletin of the Seismological Society of America, 107(5), 2258–2271.

Ground Motions from the August 24, 2016 Rieti Earthquake in Italy

Presented at the Geotechnical Frontiers 2017 Conference, Orlando, Florida.

V-S-kappa(0) Correction Factors for Input Ground Motions Used in Seismic Site Response Analyses

EARTHQUAKE SPECTRA, 33(3), 917–941.

Vs-κ0 Correction Factors for Input Ground Motions used in Seismic Site Response Analyses

Earthquake Spectra.

What Can We Learn from Kappa (k) to Achieve a Better Characterization of Damping in Geotechnical Site Response Models?

Geotechnical Frontiers: Seismic Performance and Liquefaction. Presented at the ASCE Geotechnical Frontiers 2017 Conference, Orlando, Florida.

Appropriate Ground Motions for Dynamic Analysis of Foundations. IFCEE/Geo-Congress 2015 Geo-Institute National Poster Competition

Presented at the IFCEE/Geo-Congress 2015 Geo-Institute National Poster Competition, San Antonio, TX.

VS-κ Consistent Input Ground Motions for Site Response Analyses, Case Studies in Concepción and San Pedro, Chile

Proceedings of the XV Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Buenos Aires. Argentina.

VS-κ0 Correction Factors for Input Ground Motions used in Seismic Site Response Analysis

Proceedings of the Earthquake Engineering Research Institute (EERI) 67th Annual Meeting 2015. Presented at the Earthquake Engineering Research Institute (EERI) 67th Annual Meeting, Boston, MA.

Influence of the Selection of Input Motions on the Systematic Errors Introduced in Site Response Analyses Conducted in Charleston, SC

Proceedings of the 86th Annual Meeting of the Eastern Section of the Seismological Society of America. Presented at the 86th Annual Meeting of the Eastern Section of the Seismological Society of America, Charleston, South Carolina.

The Importance of the Elastic Half-Space Assumption in Site Response Analysis

Proceedings of the Annual Meeting of the Seismological Society of America. Presented at the Annual Meeting of the Seismological Society of America, Anchorage, AK.

Where to Locate the Elastic Half-Space in Site Response Analysis, A Case Study Using Site Profiles from Charleston, SC, USA

Presented at the Second European Conference on Earthquake Engineering and Seismology, Istanbul, Turkey.

Ground Motions observed during the August 23rd, 2011 Mineral Virginia Earthquake

Presented at the 2nd Civil and Environmental Engineering Department Research Day, Blacksburg, VA.