Citrabhuwana, B. N. Kresna and Kusumayudha, Sari Bahagiarti and Purwanto, Purwanto (2016) Geology and Slope Stability Analysis using Markland Method on Road Segment of Piyungan –Patuk, Sleman and Gunungkidul Regencies, Yogyakarta Special Region, Indonesia. International Journal of Economic and Environmental Geology HEC Recognized in “Y”, 7 (1). pp. 42-52. ISSN 2223-957X
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Abstract
Road segment of Piyungan - Patuk is a part of Yogyakarta - Wonosari highway, fairly dense traversed by vehicles, from bicycles tobuses and trucks. This road crosses hilly topography, causing its sides bounded byquite steep slopes or cliffs. Steep slopes and cliffs are potentialto create mass movement. Geologic condition of the surrounding area is built of various volcanic lithology such as breccia, siltstone, sandstone and tuff. There are also geologic structures of joints and faults that affect the stabilityof the slopes around this road. Slope stability analysis for road segment of Piyungan – Patuk was conducted by applying Markland method. Laboratory testings were done to determine the mechanical and physical properties ofrocks that influence the slope strength. Results ofthe testings show that cohesion and friction angle of volcanic breccia are c = 20.0441 kg/cm2 and = 56.38˚; cohesion and friction angle of sandstone are cr = 0.6862 kg/cm2, cp = 4.6037 kg/cm2, r = 26.37˚, and p = 32.79˚; cohesion and friction angle of tuff is cr = 1.677 kg/cm2, cp = 7.5553 kg/cm2, r = 17.85˚, and p = 24.19˚. Based on the analysis, some slopes in the study area are potential to move. The movements canbe classified into rock fall, debris fall, and rock slides with the sliding plane categorized as planar and wedge. On the other hand, landslide prone zones in the study area can be divided into: Areas with high vulnerability, Areas withmoderate vulnerability, and Areas with low vulnerability. Areas prone to landslide should be managed by a series of measures, among others understand natural phenomena, recognizing symptoms of avalanche, attempting to reduce the risk, and land use regulation. The management activities should involve all stakeholders in anintegrated manner ofimplementation. Keywords: Road segment, Markland method, slope stability, factor of safety, vulnerability
| Item Type: | Article |
|---|---|
| Subjects: | Q Science > QE Geology |
| Divisions: | Faculty of Engineering, Science and Mathematics > School of Engineering Sciences |
| Depositing User: | Darsini Darsini |
| Date Deposited: | 23 Aug 2016 06:58 |
| Last Modified: | 23 Aug 2016 06:58 |
| URI: | http://eprints.upnyk.ac.id/id/eprint/5589 |
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