Repo Dosen ULM

IDENTIFIKASI LONGSORAN LERENG DI RUAS BAMBANGAN – AJI KUNING KALIMANTAN TIMUR KM 6+500 & PENANGANAN MENGGUNAKAN DINDING PENAHAN TANAH

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dc.contributor.author Rusliansyah
dc.contributor.author Isramaulana, Aulia
dc.contributor.author Akbar, Yunizar Antoni
dc.date.accessioned 2020-12-22T01:37:06Z
dc.date.available 2020-12-22T01:37:06Z
dc.date.issued 2014-12-02
dc.identifier.issn 0853-2508
dc.identifier.uri https://repo-dosen.ulm.ac.id//handle/123456789/18636
dc.description.abstract This paper discusses the handling of slope sliding occured in the segment of Bambangan – Aji kuning East Borneo. The slide occurs because of unprotected slopes and soil types in the form of silt sandy. Treatment methods cantilever retaining walls was designed inorder to handle the sliding. The cost of the this method was also calculated to obtain the price. Soil investigation and topography data were collected as a secondary data. The design was commenced by preliminary design for this method. The next step was continued with the calculation of safety factor of sliding, overtuning, and bearing capacity. For cantilever, the design was included the calculation of reinforcement. Overal stability of slope was performed using Plaxis Professional 8.2. The cost analysis was performed using Bina marga 2010 method. By using the cantilever, the dimension of the pedestal are 3m wide, 0.5 m thick matsand wall and 5m high. the safety factor of overal stability for both method was higher than that of caltilever wall.. The cost of the reinforcement using cantilever Rp 489.373.268,. en_US
dc.publisher Info Teknik en_US
dc.relation.ispartofseries 14;2
dc.subject The landslide en_US
dc.subject Cantilever en_US
dc.subject Safety Factor en_US
dc.title IDENTIFIKASI LONGSORAN LERENG DI RUAS BAMBANGAN – AJI KUNING KALIMANTAN TIMUR KM 6+500 & PENANGANAN MENGGUNAKAN DINDING PENAHAN TANAH en_US
dc.type Article en_US


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