Abstract
Site amplifications in affected areas in Wajima city and Uchinada town are evaluated to
contribute to the investigation of the disaster mechanism during the 2024 Noto Peninsula
earthquake. In the downtown area of Wajima, the ground consists of about 25 m of soft soil. The
ground may have amplified the earthquake ground motions. Since the observation records
indicate a non-linear response of the soil ground, a more detailed analysis is required. In Uchinada
town, aftershock observations were carried out at the location where lateral flow occurred. It was
found that the site amplifications were different from those of the surrounding seismic stations.