|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
|Evolutionary view planning for optimized uav terrain modeling in a simulated environment|
RA Martin, I Rojas, K Franke, JD Hedengren
Remote Sensing 8 (1), 26, 2016
|Procedure for the empirical evaluation of lateral spread displacement hazard curves|
KW Franke, SL Kramer
Journal of Geotechnical and Geoenvironmental Engineering 140 (1), 110-120, 2014
|Remote sensing for geotechnical earthquake reconnaissance|
EM Rathje, K Franke
Soil Dynamics and Earthquake Engineering 91, 304-316, 2016
|Comparison of SfM computer vision point clouds of a landslide derived from multiple small UAV platforms and sensors to a TLS-based model|
S Ruggles, J Clark, KW Franke, D Wolfe, B Reimschiissel, RA Martin, ...
Journal of Unmanned Vehicle Systems 4 (4), 246-265, 2016
|Reconnaissance of 2016 Central Italy earthquake sequence|
JP Stewart, P Zimmaro, G Lanzo, S Mazzoni, E Ausilio, S Aversa, ...
Earthquake Spectra 34 (4), 1547-1555, 2018
|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
|Geotechnical engineering reconnaissance of the 19 September 2017 Mw 7.1 Puebla‐Mexico City earthquake|
JM Mayoral, TC Hutchinson, KW Franke
Geotechnical Extreme Events Reconnaissance Association, Report no. GEER-055A …, 2017
|Simplified Hybrid Spring Model for Liquefied Soils|
KW Franke, KM Rollins
Journal of geotechnical and geoenvironmental engineering 139 (4), 564-576, 2013
|Observed building damage patterns and foundation performance in Mexico City following the 2017 M7. 1 Puebla-Mexico City earthquake|
KW Franke, G Candia, JM Mayoral, CM Wood, J Montgomery, ...
Soil Dynamics and Earthquake Engineering 125, 105708, 2019
|Phased reconnaissance approach to documenting landslides following the 2016 Central Italy Earthquakes|
KW Franke, BN Lingwall, P Zimmaro, RE Kayen, P Tommasi, ...
Earthquake Spectra 34 (4), 1693-1719, 2018
|Reconnaissance of two liquefaction sites using small unmanned aerial vehicles and structure from motion computer vision following the April 1, 2014 Chile earthquake|
KW Franke, KM Rollins, C Ledezma, JD Hedengren, D Wolfe, S Ruggles, ...
Journal of Geotechnical and Geoenvironmental Engineering 143 (5), 04016125, 2017
|Site effects in Mexico City basin: Past and present|
JM Mayoral, D Asimaki, S Tepalcapa, C Wood, A Roman-de la Sancha, ...
Soil Dynamics and Earthquake Engineering 121, 369-382, 2019
|Potential benefits of combining anomaly detection with view planning for UAV infrastructure modeling|
RA Martin, L Blackburn, J Pulsipher, K Franke, JD Hedengren
Remote Sensing 9 (5), 434, 2017
|Simplified procedure for the performance-based prediction of lateral spread displacements|
LT Ekstrom, KW Franke
Journal of Geotechnical and Geoenvironmental Engineering 142 (7), 04016028, 2016
|Geotechnical aspects of the 2016 Mw 6.2, Mw 6.0, and Mw 7.0 Kumamoto earthquakes|
RE Kayen, S Dashti, T Kokusho, H Hazarika, K Franke, NK Oettle, ...
Geotechnical Extreme Events Reconnaissance Association, 2017
|Numerical modeling of thermally induced pore water flow in saturated soil surrounding geothermal piles|
O Ghasemi-Fare, P Basu
IFCEE 2015, 1668-1677, 2015
|Next-generation liquefaction database|
SJ Brandenberg, P Zimmaro, JP Stewart, DY Kwak, KW Franke, ...
Earthquake Spectra 36 (2), 939-959, 2020
|Application and accuracy of structure from motion computer vision models with full-scale geotechnical field tests|
LM Palmer, KW Franke, R Abraham Martin, BE Sines, KM Rollins, ...
IFCEE 2015, 2432-2441, 2015
|Simplified uniform hazard liquefaction analysis for bridges|
KW Franke, RT Mayfield, AD Wright
Transportation research record 2407 (1), 47-55, 2014