Inverse distance weighting interpolated soil properties and their related landslide occurrences

The causes of landslides can be categorized into three factors: climate, topographic, and soil properties. In many cases, thematic maps of landslide hazards do not involve slope stability analyses to predict the region of potential landslide risks. Slope stability calculation is required to determin...

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Main Authors: B. Santoso Purwanto, Yanto, Apriyono Arwan, Suryani Rani
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201819503013
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spelling doaj-2875990467c84477b44ca697d19e3f0b2021-03-02T00:26:32ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011950301310.1051/matecconf/201819503013matecconf_icrmce2018_03013Inverse distance weighting interpolated soil properties and their related landslide occurrencesB. Santoso PurwantoYantoApriyono ArwanSuryani RaniThe causes of landslides can be categorized into three factors: climate, topographic, and soil properties. In many cases, thematic maps of landslide hazards do not involve slope stability analyses to predict the region of potential landslide risks. Slope stability calculation is required to determine the safety factor of a slope. The calculation of slope stability requires the soil properties, such as soil cohesion, the internal friction angle and the depth of hard-rock. The soil properties obtained from the field and laboratory investigation from the western part of Central Java were interpolated using Inverse Distance Weighting (IDW) to estimate the unknown soil properties in the gridded area. In this research, the IDW optimum parameter was determined by validation toward the percent bias. It was found that the IDW interpolation using higher weighting factor corresponds with a higher percent bias in case of the depth of hard-rock and soil cohesion, while the opposite was found for the internal friction angle. Validation to landslide incidents in western parts of Central Java shows that the majority of landslide incidents occur at depths of hard rock of 6 m-8 m, at soil cohesions of 0.0 kg/cm2-0.2 kg/cm2, and at internal friction angles of 30°-40°.https://doi.org/10.1051/matecconf/201819503013
collection DOAJ
language English
format Article
sources DOAJ
author B. Santoso Purwanto
Yanto
Apriyono Arwan
Suryani Rani
spellingShingle B. Santoso Purwanto
Yanto
Apriyono Arwan
Suryani Rani
Inverse distance weighting interpolated soil properties and their related landslide occurrences
MATEC Web of Conferences
author_facet B. Santoso Purwanto
Yanto
Apriyono Arwan
Suryani Rani
author_sort B. Santoso Purwanto
title Inverse distance weighting interpolated soil properties and their related landslide occurrences
title_short Inverse distance weighting interpolated soil properties and their related landslide occurrences
title_full Inverse distance weighting interpolated soil properties and their related landslide occurrences
title_fullStr Inverse distance weighting interpolated soil properties and their related landslide occurrences
title_full_unstemmed Inverse distance weighting interpolated soil properties and their related landslide occurrences
title_sort inverse distance weighting interpolated soil properties and their related landslide occurrences
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description The causes of landslides can be categorized into three factors: climate, topographic, and soil properties. In many cases, thematic maps of landslide hazards do not involve slope stability analyses to predict the region of potential landslide risks. Slope stability calculation is required to determine the safety factor of a slope. The calculation of slope stability requires the soil properties, such as soil cohesion, the internal friction angle and the depth of hard-rock. The soil properties obtained from the field and laboratory investigation from the western part of Central Java were interpolated using Inverse Distance Weighting (IDW) to estimate the unknown soil properties in the gridded area. In this research, the IDW optimum parameter was determined by validation toward the percent bias. It was found that the IDW interpolation using higher weighting factor corresponds with a higher percent bias in case of the depth of hard-rock and soil cohesion, while the opposite was found for the internal friction angle. Validation to landslide incidents in western parts of Central Java shows that the majority of landslide incidents occur at depths of hard rock of 6 m-8 m, at soil cohesions of 0.0 kg/cm2-0.2 kg/cm2, and at internal friction angles of 30°-40°.
url https://doi.org/10.1051/matecconf/201819503013
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