K. Jamaluddin, B. Chairullah, I. Irwandi, T. Majid
Earthquake 9.1 SR happened in the Aceh Province Indonesia that followed tsunami on December 2004. After this event, the development of infrastructures in Banda Aceh city has shown rapidly progress. Therefore, learning of the experience of this natural event that has caused many casualties and infrastructures, the Banda Aceh city has been being taken initiative as a city that is friendly of disasters. The research objective analysed of influence sedimentation behaviour at buildings. The shear wave velocity parameters using MASW method were used for sediment characteristic assessment. The sediment characteristics are very soft, soft, dense and very dense that it's have level different of shaking, respectively. The detail of 1D profiles of shear wave velocity have obtained. In this case, we analysed VS30 parameters of eleven locations of all measurements at the Ulee Kareng Sub District, Banda Aceh city. The ground shaking level of sediment layer depend of sedimentation characteristics. The sediment characteristic of Ulee Kareng Sub District, Banda Aceh has shown medium dense and soft soil. © Published under licence by IOP Publishing Ltd.
Department of Civil Engineering, Universitas Syiah Kuala, Banda Aceh, 23111, Indonesia; Department of Geophysical Engineering, Universitas Syiah Kuala, Banda Aceh, 23111, Indonesia; School of Civil Engineering, Universiti Sains Malaysia, Nibong Tebal Penang, 14300, Malaysia
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