Analisa Stabilitas Lereng Dengan Program Geo 5 Dan X Stabl

• Main Authors: Sadono, Tri (Author), , Senja Rum Harnaeni, S.T, M.T (Author), , Anto Budi Listyawan, S.T., M.Sc (Author)
• Format: Book
• Published: 2017.
• Subjects: Thesis; NonPeerReviewed
• Online Access: Connect to this object online
• Notes: https://eprints.ums.ac.id/49845/1/revisi%20naskah%20publikasi%20DONO.pdf; https://eprints.ums.ac.id/49845/4/HALAMAN%20DEPAN.pdf; https://eprints.ums.ac.id/49845/7/BAB%20I.pdf; https://eprints.ums.ac.id/49845/8/BAB%20II.pdf; https://eprints.ums.ac.id/49845/12/BAB%20III.pdf; https://eprints.ums.ac.id/49845/13/BAB%20IV.pdf; https://eprints.ums.ac.id/49845/17/BAB%20V.pdf; https://eprints.ums.ac.id/49845/20/BAB%20VI.pdf; https://eprints.ums.ac.id/49845/23/DAFTAR%20PUSTAKA.pdf; https://eprints.ums.ac.id/49845/24/LAMPIRAN.pdf; https://eprints.ums.ac.id/49845/25/pernyataan%2520publikasi%2520ilmiah.pdf
• Keywords: TA Civil Engineering

At this time the development of technology has developed rapidly. In general, to analyze slope stability done by hand but as the development time has been found to the program - a program to analyze slope stability. Objective analysis of slope stability so that the slope is safe or not.Many programs - programs that already exist to analyze it from the required method that results approach one - other.Processing data using SPT and UCT.SPT method for the analysis of soil and sand UCT method for the analysis of clay. SPT and UCT ground data taken from the bridge construction Pogotan - Pacitan with a height of 30 meters of the original ground surface. The purpose of this study to compare the results of slope stability analysis using the program Geo 5 and X Stabl program thus contributing positively to the results of the analysis of the slope stability so helpful in the future for further researches. The results of the factor analysis secure a landslide on the slopes. To facilitate the field is divided into 5 variations landslides on the slopes. From the analysis of the slope stability at the 5 Geo program safety figures obtained variations I, II, III, IV and V of (1.32, 1.4, 1.37, 1.48, 1.71), while X program Stabl security figures obtained variations I, II, III, IV and V of (1.253, 1.275, 1.291, 1.471, 1.693). From the analysis of slope stability, variation 5 for program Geo 5 and X Stabl stable slope / landslide not because of what is safe F> 1.5.