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      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Civil Engineering
      • View Item
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      PENGARUH VARIASI MUKA AIR TANAH TERHADAP STABILITAS LERENG DI DUSUN CAOK PURWOREJO

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      COVER (198.4Kb)
      HALAMAN JUDUL (1.443Mb)
      HALAMAN PENGESAHAN (3.039Mb)
      BAB I (154.8Kb)
      BAB II (1.330Mb)
      BAB III (566.6Kb)
      BAB IV (94.04Kb)
      BAB V (55.16Kb)
      DAFTAR PUSTAKA (90.26Kb)
      LAMPIRAN (1.497Mb)
      NASKAH PUBLIKASI (1.035Mb)
      Date
      2018-08-05
      Author
      ARMAN, NOVI
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      Abstract
      The stability of the slope is related to the sliding, which is the process of moving the natural mass of the soil from a high place to a lower place. it is influenced by several factors, such as the distance of the ground water level, the slope angle, the shear strength value and the soil type of the constituent layer having different values of cohesion and friction angle. In this study, the groundwater level is varied with a depth of 2 meters, 4 meters, 6 meters, 8 meters, 10 meters, 12 meters, 14 meters, 16 meters, 18 meters, 20 meters. Secure value is obtained from the analysis of SLOPE / W gesoslope 2012 software. The results show that the smallest secure number is at a depth of 2 meters and the largest safe rate is at a depth of 20 meters. Thus, the deeper the groundwater level, the greater the value of the safety factor.
      URI
      http://repository.umy.ac.id/handle/123456789/22538
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      • Department of Civil Engineering

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