LANDSLIDE HAZARD ASSESSMENT APPROACH ON THE PROVINCIAL ROAD IN EAST JAVA

Authors

  • Emil Wahyudianto East Java Provincial Road and Bridge Public Works Office

DOI:

https://doi.org/10.33474/jice.v2i1.11032

Keywords:

validating landslide, landslide on roads, landslide assessment, landslide inventory.

Abstract

Landslide hazard mapping on the road infrastructure has 2 (two) main sources. The first is through a landslide inventory survey, and the second is through recording data on past landslide events. Each of the methods above has advantages and disadvantages. The most appropriate moment in making a landslide hazard map is when a certain disaster strikes an area with a certain measured impact. The Unpredictable variables that have been hidden and difficult to predict will be eliminated. Disaster events in disaster-prone mapping become a key variable as well as a validator. The characteristic of the landslide on road is also very specific, depends on the nature of the vehicle's spatial movement, and the scope of the affected area which is narrow but extends along the slopes coincide with the road. The most appropriate disaster mapping in measuring the level of hazard, vulnerability, and risk on the road is based on landslide record data. That is because the variables used to predict landslide events are extremely varied and too many are unknown. Assessing a map using a landslide disaster occurrence on the road is easier than making a map through the calculation method of certain variables that are overlapped. Based on the calculation of frequency analysis for 12 years, the daily rainfall value of 126.2 mm per day is the threshold of rain which has a probability of a landslide of 95% on the road infrastructure in East Java Province.

References

O. Hungr, S. G. Evans, M. J. Bovis, and J. N. Hutchinson, “A review of the classification of landslides of the flow type,†Environ. Eng. Geosci., 2001, doi: 10.2113/gseegeosci.7.3.221.

J. N. Hutchinson, “General report: morphological and geotechnical parameters of landslides in relation to geology and hydrogeology,†Landslides. Proc. 5th Symp. Lausanne, 1988. Vol. 1, 1988, doi: 10.1016/0148-9062(89)90310-0.

D. M. Cruden and D. J. Varnes, “Landslides Types and Processes,†1996.

D. Varnes, “SLOPE MOVEMENT TYPES AND PROCESSES,†Spec. Rep., 1978.

E. Wahyudianto, “INVENTARISASI BAHAYA LONGSOR JALAN PADA FASE PASCA BENCANA (STUDI KASUS SIKLON CEMPAKA) PADA JALAN PROVINSI DI KABUPATEN PACITAN,†in PROSIDING KONFERENSI NASIONAL TEKNIK JALAN (KNTJ) KE-14 Pembangunan Infrastruktur Jalan dalam Era Teknologi Industri 4.0, 2019, pp. 503–518, [Online]. Available: https://fdokumen.com/document/konferensi-nasional-teknik-jalan-ke-10-ii-prosiding-konferensi-nasional-teknik-jalan.html.

E. Wahyudianto, “Analysis and Risk Study on Landslide Hazard Frequency at Road Corridor of Batu City – Kediri Regency Border,†J. Civ. Eng. Forum, 2018, doi: 10.22146/jcef.37446.

L. A. Pierson and R. Van Vickle, “Rockfall Hazard Rating System - Participant’s Manual,†FHWA Sa-93-057, 1993.

F. Guzzetti, “Landslide hazard assessment and risk evaluation: limits and prospectives,†2003.

M. Parise, “Landslide hazard zonation of slopes susceptible to rock falls and topples,†Nat. Hazards Earth Syst. Sci., 2002, doi: 10.5194/nhess-2-37-2002.

“Landslide risk management concepts and guidelines,†Australian Geomechanics Journal. 2000.

P. N. H, Sutikno, and M. L, “Risiko Longsor Lahan Pada Lahan Pertanian Di Kompleks Gunungapi Kuarter Arjuno Jawa Timur,†Universitas Gadjah Mada, 2010.

E. Wahyudianto, “Updating the slope-movement data on the Batu-Kediri road network using digital information,†2020, doi: 10.1088/1757-899X/930/1/012031.

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Published

2021-05-09

How to Cite

Wahyudianto, E. (2021). LANDSLIDE HAZARD ASSESSMENT APPROACH ON THE PROVINCIAL ROAD IN EAST JAVA. Journal Innovation of Civil Engineering (JICE), 2(1), 1–6. https://doi.org/10.33474/jice.v2i1.11032

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Articles