Analisis Perencanaan terhadap Kinerja Dinding Penahan Tanah di Dukuh Padanama, Desa Mendala, Kecamatan Sirampog, Kabupaten Brebes
Keywords:
Gravity Type, Planning, Soil Retaining Wall, River Stone StructureAbstract
So far, the area around Mendala Village, Sirampog District often experiences landslides at a number of points. Areas that became the center of the landslide include Jalan Dukuh Padanama, Kubang Bogo in Sirampog District, Brebes Regency. The problem is obtained with a height of 2.6 m and a length of 67 m. The type of research to be used is quantitative research. The data required for this retaining wall analysis are soil type, soil volume weight, shear angle (φ) and soil cohesion (c). Points that often occur landslides are categorized as heavy, reaching three points that experience traffic jams of dozens of kilometers. A number of locations that are landslide points are currently quite vulnerable, for road users who cross the area. In addition to a landslide that paralyzed the flow of traffic from Sirampog District to Brebes Regency. On this occasion, the researcher wanted to examine the "Planning Analysis of the Performance of the Land Retaining Wall in Padanama Hamlet, Mendala Village, Sirampog District" on the Kali Stone Structure Soil Retaining Wall Stability Project on the Sirampog-Brebes Sta Road Section 0+000 to 0+950.
