Mapping Subsurface and Surface Characteristics of the Recent Pesanggrahan Landslide, Central Java, Indonesia, for Landslide Hazard Management

Regions prone to deep landslides are characterized by thick materials exceeding 10 m and frequent natural disasters. This research aims to analyze the recent occurrence of Pesanggrahan landslide in Central Java, Indonesia, which is a region consisting of both settlements and rice fields. Surface map...

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Main Authors: Anastasia Neni Candra Purnamasari, Eddy Hartantyo, Junun Sartohadi, Hazqial Hafazhah
Format: Article
Language:English
Published: Mahidol University 2025-01-01
Series:Environment and Natural Resources Journal
Subjects:
Online Access:https://ph02.tci-thaijo.org/index.php/ennrj/article/view/254396/171368
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author Anastasia Neni Candra Purnamasari
Eddy Hartantyo
Junun Sartohadi
Hazqial Hafazhah
author_facet Anastasia Neni Candra Purnamasari
Eddy Hartantyo
Junun Sartohadi
Hazqial Hafazhah
author_sort Anastasia Neni Candra Purnamasari
collection DOAJ
description Regions prone to deep landslides are characterized by thick materials exceeding 10 m and frequent natural disasters. This research aims to analyze the recent occurrence of Pesanggrahan landslide in Central Java, Indonesia, which is a region consisting of both settlements and rice fields. Surface mapping was conducted using aerial photos and direct field observations. Additionally, subsurface conditions to identify the unconsolidated material layers below the landslide surface have been analyzed using the seismic refraction method. The primary velocity (Vp) values are represented in 2D subsurface cross sections. Differences in Vp values corresponded to different geological layers. There were four distinct layers: Top Soil (TS), Clay (CL), Weathered Bedrock (WB), and Tuff Breccia (TB) within the 2D seismic refraction cross-section with Vp values ranging from 150 to 1,800 m/s. The ranges of Vp are: 150-600 m/s for Top Soil (TS), 600-1,200 m/s for Clay (CL), 1,200-1,800 m/s for Weathered Bedrock (WB), and values exceeding 1,800 m/s for Tuff Breccia (TB). The material layer is critical for sustainable land management strategies aimed to control landslides. Furthermore, the potential depth of the sliding plane was managed through effective environmental management practices, including proper disposal of household waste and minimizing the cutting of steep slopes.
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spelling doaj-art-b2335dd560ab4530985c2275a05a38402025-01-27T08:00:44ZengMahidol UniversityEnvironment and Natural Resources Journal1686-54562408-23842025-01-0123111310.32526/ennrj/23/20240163Mapping Subsurface and Surface Characteristics of the Recent Pesanggrahan Landslide, Central Java, Indonesia, for Landslide Hazard ManagementAnastasia Neni Candra Purnamasari0Eddy Hartantyo1Junun Sartohadi2Hazqial Hafazhah3Department of Environmental Sciences, Graduate School, Universitas Gadjah Mada, IndonesiaDepartment of Physics, Faculty of Natural Sciences, Universitas Gadjah Mada, IndonesiaDepartment of Soil, Faculty of Agriculture, Universitas Gadjah Mada, IndonesiaDepartment of Physics, Faculty of Natural Sciences, Universitas Gadjah Mada, IndonesiaRegions prone to deep landslides are characterized by thick materials exceeding 10 m and frequent natural disasters. This research aims to analyze the recent occurrence of Pesanggrahan landslide in Central Java, Indonesia, which is a region consisting of both settlements and rice fields. Surface mapping was conducted using aerial photos and direct field observations. Additionally, subsurface conditions to identify the unconsolidated material layers below the landslide surface have been analyzed using the seismic refraction method. The primary velocity (Vp) values are represented in 2D subsurface cross sections. Differences in Vp values corresponded to different geological layers. There were four distinct layers: Top Soil (TS), Clay (CL), Weathered Bedrock (WB), and Tuff Breccia (TB) within the 2D seismic refraction cross-section with Vp values ranging from 150 to 1,800 m/s. The ranges of Vp are: 150-600 m/s for Top Soil (TS), 600-1,200 m/s for Clay (CL), 1,200-1,800 m/s for Weathered Bedrock (WB), and values exceeding 1,800 m/s for Tuff Breccia (TB). The material layer is critical for sustainable land management strategies aimed to control landslides. Furthermore, the potential depth of the sliding plane was managed through effective environmental management practices, including proper disposal of household waste and minimizing the cutting of steep slopes.https://ph02.tci-thaijo.org/index.php/ennrj/article/view/254396/171368thick materialsmaterial layerslandslideseismic refractiongeotechnical assessment
spellingShingle Anastasia Neni Candra Purnamasari
Eddy Hartantyo
Junun Sartohadi
Hazqial Hafazhah
Mapping Subsurface and Surface Characteristics of the Recent Pesanggrahan Landslide, Central Java, Indonesia, for Landslide Hazard Management
Environment and Natural Resources Journal
thick materials
material layers
landslide
seismic refraction
geotechnical assessment
title Mapping Subsurface and Surface Characteristics of the Recent Pesanggrahan Landslide, Central Java, Indonesia, for Landslide Hazard Management
title_full Mapping Subsurface and Surface Characteristics of the Recent Pesanggrahan Landslide, Central Java, Indonesia, for Landslide Hazard Management
title_fullStr Mapping Subsurface and Surface Characteristics of the Recent Pesanggrahan Landslide, Central Java, Indonesia, for Landslide Hazard Management
title_full_unstemmed Mapping Subsurface and Surface Characteristics of the Recent Pesanggrahan Landslide, Central Java, Indonesia, for Landslide Hazard Management
title_short Mapping Subsurface and Surface Characteristics of the Recent Pesanggrahan Landslide, Central Java, Indonesia, for Landslide Hazard Management
title_sort mapping subsurface and surface characteristics of the recent pesanggrahan landslide central java indonesia for landslide hazard management
topic thick materials
material layers
landslide
seismic refraction
geotechnical assessment
url https://ph02.tci-thaijo.org/index.php/ennrj/article/view/254396/171368
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