Soil Settlement Risk From Liquefaction At Lake Toba Tourism Infrastructure, North Sumatera, Indonesia
Lake Toba has emerged as a captivating tourist destination in Indonesia, and the government is currently dedicated to enhancing the tourism experience through extensive infrastructure development initiatives. As progress continues, the hazard map for the region notably emphasizes its susceptibility...
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GEOMATE International Society
2023
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Online Access: | https://repository.ugm.ac.id/285840/1/SOIL%20SETTLEMENT%20RISK%20FROM%20LIQUEFACTION%20AT%20LAKE%20TOBA.pdf https://repository.ugm.ac.id/285840/ https://geomatejournal.com/geomate/article/view/4029/3294 |
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id-ugm-repo.2858402024-03-05T02:52:51Z https://repository.ugm.ac.id/285840/ Soil Settlement Risk From Liquefaction At Lake Toba Tourism Infrastructure, North Sumatera, Indonesia Hafidzsyah, Rizal Rifa'i, Ahmad Siswosukarto, Suprapto Civil Engineering not elsewhere classified Civil Engineering Engineering Lake Toba has emerged as a captivating tourist destination in Indonesia, and the government is currently dedicated to enhancing the tourism experience through extensive infrastructure development initiatives. As progress continues, the hazard map for the region notably emphasizes its susceptibility to liquefaction. Therefore, this study aims to evaluate risk of soil settlement arising from potential liquefaction within the Tourism infrastructure of Lake Toba. According to the data collected, it was evident that the prevailing soil layer was dominated by sand and shallow groundwater, rendering it prone to earthquakes, increasing liquefaction potential. Soil settlement was also found in Lake Toba, which further magnified the possibility of liquefaction incidents. The analysis of liquefaction potential was carried out following the empirical method by Idriss-Boulanger (2014) in determining Liquefaction Potential Index (LPI) values. Furthermore, the assessment focused on soil settlement that was observed during instances of liquefaction, by employing methods outlined in Tokimatsu and Seed (1984), Ishihara and Yoshimine (1992), and Cetin (2009). The results showed that the areas exhibited a high liquefaction potential, as evidenced by significantly elevated LPI values. This study centered on settlement reaching up to 1.5 meters during liquefaction events, underscoring the imperative need to implement targeted measures for effective mitigation of this potential hazard. GEOMATE International Society 2023 Article PeerReviewed application/pdf en https://repository.ugm.ac.id/285840/1/SOIL%20SETTLEMENT%20RISK%20FROM%20LIQUEFACTION%20AT%20LAKE%20TOBA.pdf Hafidzsyah, Rizal and Rifa'i, Ahmad and Siswosukarto, Suprapto (2023) Soil Settlement Risk From Liquefaction At Lake Toba Tourism Infrastructure, North Sumatera, Indonesia. International Journal of GEOMATE, 25 (111). pp. 122-129. ISSN 21862990 https://geomatejournal.com/geomate/article/view/4029/3294 10.21660/2023.111.4029 |
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Civil Engineering not elsewhere classified Civil Engineering Engineering Hafidzsyah, Rizal Rifa'i, Ahmad Siswosukarto, Suprapto Soil Settlement Risk From Liquefaction At Lake Toba Tourism Infrastructure, North Sumatera, Indonesia |
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Lake Toba has emerged as a captivating tourist destination in Indonesia, and the government is currently dedicated to enhancing the tourism experience through extensive infrastructure development initiatives. As progress continues, the hazard map for the region notably emphasizes its susceptibility to liquefaction. Therefore, this study aims to evaluate risk of soil settlement arising from potential liquefaction within the Tourism infrastructure of Lake Toba. According to the data collected, it was evident that the prevailing soil layer was dominated by sand and shallow groundwater, rendering it prone to earthquakes, increasing liquefaction potential. Soil settlement was also found in Lake Toba, which further magnified the possibility of liquefaction incidents. The analysis of liquefaction potential was carried out following the empirical method by Idriss-Boulanger (2014) in determining Liquefaction Potential Index (LPI) values. Furthermore, the assessment focused on soil settlement that was observed during instances of liquefaction, by employing methods outlined in Tokimatsu and Seed (1984), Ishihara and Yoshimine (1992), and Cetin (2009). The results showed that the areas exhibited a high liquefaction potential, as evidenced by significantly elevated LPI values. This study centered on settlement reaching up to 1.5 meters during liquefaction events, underscoring the imperative need to implement targeted measures for effective mitigation of this potential hazard. |
format |
Article PeerReviewed |
author |
Hafidzsyah, Rizal Rifa'i, Ahmad Siswosukarto, Suprapto |
author_facet |
Hafidzsyah, Rizal Rifa'i, Ahmad Siswosukarto, Suprapto |
author_sort |
Hafidzsyah, Rizal |
title |
Soil Settlement Risk From Liquefaction At Lake Toba Tourism Infrastructure, North Sumatera, Indonesia |
title_short |
Soil Settlement Risk From Liquefaction At Lake Toba Tourism Infrastructure, North Sumatera, Indonesia |
title_full |
Soil Settlement Risk From Liquefaction At Lake Toba Tourism Infrastructure, North Sumatera, Indonesia |
title_fullStr |
Soil Settlement Risk From Liquefaction At Lake Toba Tourism Infrastructure, North Sumatera, Indonesia |
title_full_unstemmed |
Soil Settlement Risk From Liquefaction At Lake Toba Tourism Infrastructure, North Sumatera, Indonesia |
title_sort |
soil settlement risk from liquefaction at lake toba tourism infrastructure, north sumatera, indonesia |
publisher |
GEOMATE International Society |
publishDate |
2023 |
url |
https://repository.ugm.ac.id/285840/1/SOIL%20SETTLEMENT%20RISK%20FROM%20LIQUEFACTION%20AT%20LAKE%20TOBA.pdf https://repository.ugm.ac.id/285840/ https://geomatejournal.com/geomate/article/view/4029/3294 |
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1792662650240368640 |