A C# program was written for possible application of the CAV GMPE. The model was developed based on a database composed of 4562 ground motions recorded in Iran from 1975 to 2019.

Paper: Lashgari, A., Jafarian, Y. "A CAV Attenuation Model for Iran: Application to Liquefaction-Induced Lateral Spreading Assessment." Geotechnical and Geological Engineering. 2023, DOI: 10.1007/s10706-023-02671-7. https://doi.org/10.1007/s10706-023-02671-7.

An Excel spreadsheet has been presented to predict the earthquake-induced sliding displacement of slopes in Iran using  3319 Iranian earthquake records and more than 1,510,000 Coupled stick-slip-rotation (CSSR) analyses.

Paper: Lashgari, A., Jafarian, Y., & Haddad, A. "A coupled stick‐slip‐rotation model for earthquake‐induced sliding displacement of slopes in Iran." Soil Dynamics and Earthquake Engineering. 2020, 135, 106199. https://doi.org/10.1016/j.soildyn.2020.106199.

Downward movement of sliding soil mass in earthquake-induced earth slopes may gradually improve the system's stability. Hence, a significant change in critical (or yield) acceleration of the slope is anticipated. The existing simplified coupled procedures, however, assume a constant critical acceleration in stick-slip sliding analysis. Fully coupled sliding block analyses with continuously increased critical acceleration were conducted to estimate the earthquake-induced permanent displacement of earth slopes. The sliding mass was assumed as a flexible chain moving along the planes with gradually gentler inclinations.

Paper: Jafarian, Y., & Lashgari, A. "Simplified procedure for coupled seismic sliding movement of slopes using displacement-based critical acceleration." International Journal of Geomechanics. 2016, 16(4), 04015101. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000578