Identification of slip surface location by TLS-GPS datafor landslide mitigation case study: Ciloto-Puncak, West Java
Landslide can prevented by understanding the direction of movement to the safety evacuation track or slip surface location to hold avalanches. Slip surface is separating between stable soil and unstable soil in the slope. The slip surface location gives information about stable material depth. The i...
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creator | Sadarviana, Vera Hasanuddin, A. Z. Joenil, G. K. Irwan Wijaya, Dudy Ilman, H. Agung, N. Achmad, R. T. Pangeran, C. Martin, S. Gamal, M. Santoso, Djoko |
description | Landslide can prevented by understanding the direction of movement to the safety evacuation track or slip surface location to hold avalanches. Slip surface is separating between stable soil and unstable soil in the slope. The slip surface location gives information about stable material depth. The information can be utilize to mitigate technical step, such as pile installation to keep construction or settlement safe from avalanches.There are two kinds landslide indicators which are visualization and calculation. By visualization, landslide identified from soil crack or scarp. Scarp is a scar of exposed soil on the landslide. That identification can be done by Terrestrial Laser Scanner (TLS) Image. Shape of scarp shows type of slip surface, translation or rotational. By calculation, kinematic and dynamic mathematic model will give vector, velocity and acceleration of material movement. In this calculation need velocity trend line at GPS point from five GPS data campaign. From intersection of trend lines it will create curves or lines of slip surface location. The number of slip surface can be known from material movement direction in landslide zone.Ciloto landslide zone have complicated phenomenon because that zone have influence from many direction of ground water level pressure. The pressure is causes generating several slip surface in Ciloto zone. Types of Ciloto slip surface have mix between translational and rotational type. |
doi_str_mv | 10.1063/1.4915058 |
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Z. ; Joenil, G. K. ; Irwan ; Wijaya, Dudy ; Ilman, H. ; Agung, N. ; Achmad, R. T. ; Pangeran, C. ; Martin, S. ; Gamal, M. ; Santoso, Djoko</creator><creatorcontrib>Sadarviana, Vera ; Hasanuddin, A. Z. ; Joenil, G. K. ; Irwan ; Wijaya, Dudy ; Ilman, H. ; Agung, N. ; Achmad, R. T. ; Pangeran, C. ; Martin, S. ; Gamal, M. ; Santoso, Djoko</creatorcontrib><description>Landslide can prevented by understanding the direction of movement to the safety evacuation track or slip surface location to hold avalanches. Slip surface is separating between stable soil and unstable soil in the slope. The slip surface location gives information about stable material depth. The information can be utilize to mitigate technical step, such as pile installation to keep construction or settlement safe from avalanches.There are two kinds landslide indicators which are visualization and calculation. By visualization, landslide identified from soil crack or scarp. Scarp is a scar of exposed soil on the landslide. That identification can be done by Terrestrial Laser Scanner (TLS) Image. Shape of scarp shows type of slip surface, translation or rotational. By calculation, kinematic and dynamic mathematic model will give vector, velocity and acceleration of material movement. In this calculation need velocity trend line at GPS point from five GPS data campaign. From intersection of trend lines it will create curves or lines of slip surface location. The number of slip surface can be known from material movement direction in landslide zone.Ciloto landslide zone have complicated phenomenon because that zone have influence from many direction of ground water level pressure. The pressure is causes generating several slip surface in Ciloto zone. Types of Ciloto slip surface have mix between translational and rotational type.</description><identifier>ISSN: 0094-243X</identifier><identifier>EISSN: 1551-7616</identifier><identifier>DOI: 10.1063/1.4915058</identifier><language>eng</language><publisher>Melville: American Institute of Physics</publisher><subject>Avalanches ; CLASSICAL AND QUANTUM MECHANICS, GENERAL PHYSICS ; CRACKS ; DEPTH ; DIAGRAMS ; GEOPHYSICS ; GLOBAL POSITIONING SYSTEM ; GROUND WATER ; Groundwater levels ; INDICATORS ; JAVA ; LANDSLIDES ; LASERS ; MATHEMATICAL MODELS ; MITIGATION ; SAFETY ; SLIP ; SOILS ; SURFACES ; Tracking ; VELOCITY ; Visualization ; Water levels</subject><ispartof>AIP conference proceedings, 2015, Vol.1658 (1)</ispartof><rights>2015 AIP Publishing LLC.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,309,310,314,776,780,785,786,881,23909,23910,25118,27901,27902</link.rule.ids><backlink>$$Uhttps://www.osti.gov/biblio/22391602$$D View this record in Osti.gov$$Hfree_for_read</backlink></links><search><creatorcontrib>Sadarviana, Vera</creatorcontrib><creatorcontrib>Hasanuddin, A. Z.</creatorcontrib><creatorcontrib>Joenil, G. K.</creatorcontrib><creatorcontrib>Irwan</creatorcontrib><creatorcontrib>Wijaya, Dudy</creatorcontrib><creatorcontrib>Ilman, H.</creatorcontrib><creatorcontrib>Agung, N.</creatorcontrib><creatorcontrib>Achmad, R. T.</creatorcontrib><creatorcontrib>Pangeran, C.</creatorcontrib><creatorcontrib>Martin, S.</creatorcontrib><creatorcontrib>Gamal, M.</creatorcontrib><creatorcontrib>Santoso, Djoko</creatorcontrib><title>Identification of slip surface location by TLS-GPS datafor landslide mitigation case study: Ciloto-Puncak, West Java</title><title>AIP conference proceedings</title><description>Landslide can prevented by understanding the direction of movement to the safety evacuation track or slip surface location to hold avalanches. Slip surface is separating between stable soil and unstable soil in the slope. The slip surface location gives information about stable material depth. The information can be utilize to mitigate technical step, such as pile installation to keep construction or settlement safe from avalanches.There are two kinds landslide indicators which are visualization and calculation. By visualization, landslide identified from soil crack or scarp. Scarp is a scar of exposed soil on the landslide. That identification can be done by Terrestrial Laser Scanner (TLS) Image. Shape of scarp shows type of slip surface, translation or rotational. By calculation, kinematic and dynamic mathematic model will give vector, velocity and acceleration of material movement. In this calculation need velocity trend line at GPS point from five GPS data campaign. From intersection of trend lines it will create curves or lines of slip surface location. The number of slip surface can be known from material movement direction in landslide zone.Ciloto landslide zone have complicated phenomenon because that zone have influence from many direction of ground water level pressure. The pressure is causes generating several slip surface in Ciloto zone. Types of Ciloto slip surface have mix between translational and rotational type.</description><subject>Avalanches</subject><subject>CLASSICAL AND QUANTUM MECHANICS, GENERAL PHYSICS</subject><subject>CRACKS</subject><subject>DEPTH</subject><subject>DIAGRAMS</subject><subject>GEOPHYSICS</subject><subject>GLOBAL POSITIONING SYSTEM</subject><subject>GROUND WATER</subject><subject>Groundwater levels</subject><subject>INDICATORS</subject><subject>JAVA</subject><subject>LANDSLIDES</subject><subject>LASERS</subject><subject>MATHEMATICAL MODELS</subject><subject>MITIGATION</subject><subject>SAFETY</subject><subject>SLIP</subject><subject>SOILS</subject><subject>SURFACES</subject><subject>Tracking</subject><subject>VELOCITY</subject><subject>Visualization</subject><subject>Water levels</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2015</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNpFj11LwzAYhYMoOKcX_oOAt3bmq03qnQydk4GDTfSuvH2TamZt5pIK_nsLG3h1Ls7D4TmEXHI24ayQN3yiSp6z3ByREc9znumCF8dkxFipMqHk2yk5i3HDmCi1NiOS5tZ1yTceIfnQ0dDQ2Potjf2uAXS0DYei_qXrxSqbLVfUQoIm7GgLnR1g6-iXT_59zyFER2Pq7e8tnfo2pJAt-w7h85q-upjoE_zAOTlpoI3u4pBj8vJwv54-Zovn2Xx6t8iCMDxlTuXgQCgttbHgVI2NtEahzVmjAGpmjUYEXYNCpppSF8N1qTDnhluDKMfkar8bYvJVRJ8cfmDoOoepEkKWvGDin9ruwnc_OFab0O-6QawSXCgjlBJS_gGhP2jt</recordid><startdate>20150424</startdate><enddate>20150424</enddate><creator>Sadarviana, Vera</creator><creator>Hasanuddin, A. 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T. ; Pangeran, C. ; Martin, S. ; Gamal, M. ; Santoso, Djoko</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-o281t-e45aea247378dae4bcf3d84cd50f4aab0d87cca7ba4c04f97691534c5181d8cc3</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2015</creationdate><topic>Avalanches</topic><topic>CLASSICAL AND QUANTUM MECHANICS, GENERAL PHYSICS</topic><topic>CRACKS</topic><topic>DEPTH</topic><topic>DIAGRAMS</topic><topic>GEOPHYSICS</topic><topic>GLOBAL POSITIONING SYSTEM</topic><topic>GROUND WATER</topic><topic>Groundwater levels</topic><topic>INDICATORS</topic><topic>JAVA</topic><topic>LANDSLIDES</topic><topic>LASERS</topic><topic>MATHEMATICAL MODELS</topic><topic>MITIGATION</topic><topic>SAFETY</topic><topic>SLIP</topic><topic>SOILS</topic><topic>SURFACES</topic><topic>Tracking</topic><topic>VELOCITY</topic><topic>Visualization</topic><topic>Water levels</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Sadarviana, Vera</creatorcontrib><creatorcontrib>Hasanuddin, A. Z.</creatorcontrib><creatorcontrib>Joenil, G. K.</creatorcontrib><creatorcontrib>Irwan</creatorcontrib><creatorcontrib>Wijaya, Dudy</creatorcontrib><creatorcontrib>Ilman, H.</creatorcontrib><creatorcontrib>Agung, N.</creatorcontrib><creatorcontrib>Achmad, R. T.</creatorcontrib><creatorcontrib>Pangeran, C.</creatorcontrib><creatorcontrib>Martin, S.</creatorcontrib><creatorcontrib>Gamal, M.</creatorcontrib><creatorcontrib>Santoso, Djoko</creatorcontrib><collection>Technology Research Database</collection><collection>Aerospace Database</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>OSTI.GOV</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Sadarviana, Vera</au><au>Hasanuddin, A. Z.</au><au>Joenil, G. K.</au><au>Irwan</au><au>Wijaya, Dudy</au><au>Ilman, H.</au><au>Agung, N.</au><au>Achmad, R. T.</au><au>Pangeran, C.</au><au>Martin, S.</au><au>Gamal, M.</au><au>Santoso, Djoko</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Identification of slip surface location by TLS-GPS datafor landslide mitigation case study: Ciloto-Puncak, West Java</atitle><btitle>AIP conference proceedings</btitle><date>2015-04-24</date><risdate>2015</risdate><volume>1658</volume><issue>1</issue><issn>0094-243X</issn><eissn>1551-7616</eissn><abstract>Landslide can prevented by understanding the direction of movement to the safety evacuation track or slip surface location to hold avalanches. Slip surface is separating between stable soil and unstable soil in the slope. The slip surface location gives information about stable material depth. The information can be utilize to mitigate technical step, such as pile installation to keep construction or settlement safe from avalanches.There are two kinds landslide indicators which are visualization and calculation. By visualization, landslide identified from soil crack or scarp. Scarp is a scar of exposed soil on the landslide. That identification can be done by Terrestrial Laser Scanner (TLS) Image. Shape of scarp shows type of slip surface, translation or rotational. By calculation, kinematic and dynamic mathematic model will give vector, velocity and acceleration of material movement. In this calculation need velocity trend line at GPS point from five GPS data campaign. From intersection of trend lines it will create curves or lines of slip surface location. The number of slip surface can be known from material movement direction in landslide zone.Ciloto landslide zone have complicated phenomenon because that zone have influence from many direction of ground water level pressure. The pressure is causes generating several slip surface in Ciloto zone. Types of Ciloto slip surface have mix between translational and rotational type.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/1.4915058</doi></addata></record> |
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subjects | Avalanches CLASSICAL AND QUANTUM MECHANICS, GENERAL PHYSICS CRACKS DEPTH DIAGRAMS GEOPHYSICS GLOBAL POSITIONING SYSTEM GROUND WATER Groundwater levels INDICATORS JAVA LANDSLIDES LASERS MATHEMATICAL MODELS MITIGATION SAFETY SLIP SOILS SURFACES Tracking VELOCITY Visualization Water levels |
title | Identification of slip surface location by TLS-GPS datafor landslide mitigation case study: Ciloto-Puncak, West Java |
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