Estimating the Velocity of Landslide Movement Using Visco-Plastic Model in Jeruk Sub-village, Kulon Progo District, Yogyakarta, Indonesia
Myat Thu Naing(1*), Teuku Faisal Fathani(2), Wahyu Wilopo(3)
(1) Econ Geotech Pte Ltd, 57 Ubi Ave 1, SINGAPORE
(2) Center for Disaster Mitigation and Technological Innovation, Universitas Gadjah Mada (GAMA-InaTEK), Yogyakarta, INDONESIA
(3) Center for Disaster Mitigation and Technological Innovation, Universitas Gadjah Mada (GAMA-InaTEK), Yogyakarta, INDONESIA
(*) Corresponding Author
Abstract
Keywords
Full Text:
PDFReferences
Angeli, M. et al., 1996. A visco-plastic model for slope analysis applied to a mudslide in Cortina Ampezzo. Engineering Geology, Volume 29, pp. 233-240.
Corominas, J. et al., 2005. Prediction of ground displacement and velocity from groundwater level changes at the Vallecbre Landslide (Eastern Pyerness, Spain). pp. 83-96.
Cruden, D. M. & Varnes, D. J., 1996. Landslide type and processes. Landslide: Investigation and mitigation, Volume 247, pp. 36-75.
Edger, L. & Karlsrud, K., 1985. Viscous analysis of submarine flow. Proc. 4th Int. Conf. On the Behavior of Offshore Structure, Delft, Development in Marine Technology, Volume 2, pp. 773-784.
Faris, F. & Fathani, T. F., 2013. A coupled hydrology/slope kinematics model for developing early warning criteria in the Kalitlaga Landslide, Banjarnegara, Indonesia. Progress of Geo-Disaster Mitigation Technology in Asia.
Hadmoko, D. S., Lavigne, F., Sartohadi, J. & Hadi, P., 2010. Landslide hazard and risk assessment and their application in risk management and land-use planning in eastern flank of Menoreh Mountains, Yogyakarta Province, Indonesia. Nat Hazards, Volume 54, pp. 623-642.
Komamura, F. & Huang, R. J., 1974. A new rheological model for soil behavior. Geotech Engineering Div. ASCE, 100(GT7), pp. 807-824.
Locat, J. & Demer, D., 1998. Viscosity, yield stress, remolded strength, and liquidity index relationship for sensitive clays. Canadian Geotech. J., 25(4), pp. 799-806.
Naresh, C. & Edward, A., 2006. Soils and foundations, Washington, D.C. 20590: National Highway Institute, U.S. Department of Transportation, Federal Highway Administration.
Parmar, S. P., 2016. Back analysis in slope stability. Graduate Thesis, Kanpur: Civil Engineering Department, Indian Institute of Technology.
Pastor, M. & Picarelli, L., 2010. Recommendation for run-out models for use in landslide hazard and risk mapping, s.l.: SafeLand - FP7, Grant Agreement No.: 226479. Deliverable 1.9.
Rahardjo, W., Sukandarrumidi & Rosidi, H. M. D., 1995. Geological Map of Yogyakarta Sheet, Java, Bandung: Geological Research and Development Centre.
Ranalli, M., Gottardi, G., Medinacetina, Z. & Nadim, F., 2009. Uncertainty quantification in the calibration of a dynamic visco-plastic model of slow slope movements.
Wilopo, W. & Fathani, T. F., 2017. Landslide by Geological Investigation Jeruk Sub-village, Kulon Progo, Yogyakarta: Department of Geological Engineering, Engineering Faculty, Universitas Gadjah Mada..
DOI: https://doi.org/10.22146/jcef.35097
Article Metrics
Abstract views : 2402 | views : 2134Refbacks
- There are currently no refbacks.
Copyright (c) 2022 The Author(s)
The content of this website is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
ISSN 5249-5925 (online) | ISSN 2581-1037 (print)
Jl. Grafika No.2 Kampus UGM, Yogyakarta 55281
Email : jcef.ft@ugm.ac.id
JCEF Stats