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    • Volume 06 No. 2, Juni 2006
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    • Terbitan Berkala Ilmiah (Journal)
    • Dinamika Teknik Sipil*
    • Volume 06 No. 2, Juni 2006
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    STUDI KELONGSORAN PADA LERENG TERBEBANI SILO DENGAN SSR-FEM PADA LOKASI SINAR MAS AGRO RESOURCE - SUNGAI BUAYA MILL LAMPUNG

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    Hanggoro Tri Cahyo.pdf (1.272Mb)
    Date
    2006-06
    Author
    Tri Cahyo A, Hanggoro
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    Abstract
    There have been twice (2) land movement on bevel loaded with silo at Sinar Mas Agro Resources – Buaya Mill River, Lampung, in the rainy season 2005 and 2006 without significant bevel strengthening. The bevel condition afler landslide was analysed using shear strength reduction technic-finite element method (SSR-FEM). The information of landslide area zone prediction, landslide direction and land deformation after landslide as a result from analysis using SSR-FEM is useful as a guidance in the decision making to choose the method of bevel strengthening. A significant safe factor reduction (SF) of bevel stability at unloaded condition and silo loaded condition indicated that silo planning on the bevel requires a further study to find the type of appropriate foundation system in order to minimize the risk of failed-silo structure on the bevel
    URI
    http://hdl.handle.net/11617/78
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    • Volume 06 No. 2, Juni 2006

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