This research work was undertaken to evaluate the failure analysis of HavelianLandslide which triggered by rainfall in November, 2015. A site visit made collectlandslide matrix material samples. Basic in-situ measurements and laboratory tests were performed onreconstituted samples for determining basic engineering properties Series directshear conducted on reconstituted at landslide density byv...

Abstract Buildings located on hill slopes are subjected to additional effects under seismic action compared with those flat ground. This article presents Incremental Dynamic Analyses of coupled building‐slope systems incorporating topographic amplification, nonlinear slope movement and irregular structural configuration hill‐side buildings. Two different stable slopes, supporting single multipl...