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Tourism in Bali has surged post-COVID-19, with a 74.60% rise in arrivals from September 2022 to 2023, driving infrastructure development, notably in areas like Candidasa. However, safety concerns arise, especially in steep slope regions prone to landslides. This study employs cone penetration testing (CPT) data to assess its suitability for slope stability analysis amidst tourism development. By interpreting CPT data based on prior research, it shows obtaining ample soil parameters for such analysis is feasible. The research site, a Candidasa resort, exemplifies risks in hilly terrains. Fellenius-Morgenstern analysis reveals varying safety factors, indicating landslide susceptibility in certain scenarios. While CPT testing offers valuable insights, comprehensive geotechnical investigations are recommended for critical infrastructure projects to mitigate risks effectively. This study highlights the importance of comprehensive soil analysis and safety measures in the development of tourism infrastructure, especially in areas prone to geological hazards.
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Rocznik
Tom
Strony
81--91
Opis fizyczny
Bibliogr. 37 poz., rys., tab.
Twórcy
- Department of Civil Engineering, Faculty of Engineering and Informatics, Universitas Pendidikan Nasional, Denpasar 80224, Indonesia
autor
- Department of Civil Engineering, Faculty of Science and Engineering, Universitas Ngurah Rai, Denpasar 80238, Indonesia
autor
- Department of Civil and Environmental Engineering, Faculty of Engineering, Mahidol University, Nakhon Pathom 73170, Thailand
autor
- Department of Marine Science and Technology, Faculty of Fisheries and Marine Science, Bogor Agricultural University, Bogor 16680, Indonesia
Bibliografia
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- 13. Indriasari, V.Y., Risandi, J., and Akhwady, R. 2016. Characteristics and bearing capacity of soil for coastal protection structures at Kedulungu Beach, Tabanan Regency, Bali Province. Jurnal Teknik Sipil, 5(3), 251–258 (in Indonesian).
- 14. Jain, S.K., Nusari, M.S., Shrestha, R., and Mandal, A.K. 2023. Use of RCC pile, anchor bolt and geogrid for building construction on the unstable slope. Geoenvironmental Disasters. 10(1), 1–19. https://doi.org/10.1186/s40677-023-00243-8
- 15. Kartika, N.M.B., Arini, D.G.D., and Suryani, L.P. 2021. Implications of domestic investment on unemployment rates in the Candidasa tourism area, Karangasem. Jurnal Preferensi Hukum, 2(1), 73–77 (in Indonesian). https://doi.org/10.22225/jph.2.1.3051.73-77
- 16. Kim, K.K., Prezzi, M., and Salgado, R. 2006. Interpretation of cone penetration tests in cohesive soils (Final Report). Purdue University. https://doi.org/10.5703/1288284313387
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- 18. Ma, H., Zhou, M., Hu, Y., and Shazzad Hossain, M. 2016. Interpretation of layer boundaries and shear strengths for soft-stiff-soft clays using CPT data: LDFE analyses. Journal of Geotechnical and Geoenvironmental Engineering. 142(1), 04015055. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001370
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- 20. Mihardja, E.J., Alisjahbana, S., Agustini, P.M., Sari, D.A.P., and Pardede, T.S. 2023. Forest wellness tourism destination branding for supporting disaster mitigation: A case of Batur UNESCO Global Geopark, Bali. International Journal of Geoheritage and Parks. 11(1), 169–181. https://doi.org/10.1016/j.ijgeop.2023.01.003
- 21. Miller, G.A., Tan, N.K., Collins, R.W., and Muraleetharan, K.K. 2018. Cone penetration testing in unsaturated soils. Transportation Geotechnics. 17, 85–99. https://doi.org/10.1016/j.trgeo.2018.09.008
- 22. Nv. 2023. Pasca Tebing Balangan Longsor, satpol PP Segel Empat vila. NUSABALI.com. https://www.nusabali.com/berita/138518/pasca-tebingbalangan-longsor-satpol-pp-segel-empat-vila
- 23. Pangemanan, V.G.M., Turangan, A.E., and Sompie, O.B. 2014. Analysis of slope stability using the Fellenius method (Case Study: Citraland Area). Jurnal Sipil Statik. 2(1), 37–46 (in Indonesia).
- 24. Patuti, I.M., Rifa’i, A., Suryolelono, K.B., and Siswosukarto, S. 2019. Numerical analysis of multi-level gravity walls in Tupa Village, Bulango Utara-Bone Bolango District by limit equilibrium methods. Advances in Engineering Research. Atlantis Press. https://doi.org/10.2991/icosite-19.2019.22
- 25. Pranantya, P.A., Sukiyah, E., Utomo, E.P., and Hendarmawan, H. 2018. Correlation of cone penetration test values with geotechnical parameters and seepage in phase E levee foundations, Kalibaru, North Jakarta. Jurnal Sumber Daya Air. 14(2), 73–86 (in Indonesian). https://doi.org/10.32679/jsda.v14i2.177
- 26. Prayogo, K., and Saptowati, H. 2017. Investigation of soil structure and characteristics for the design of a 2 MCi capacity gamma irradiator foundation. Jurnal Perangkat Nuklir. 10(1), 30–40 (in Indonesian).
- 27. Puja, I.B.P., Suprastayasa, S.U.P., and Putu Ayu Aryasih, A.A.Y. 2021. Essence and Commodification of Balinese Cultural Tourism Book, 1. P3M Politeknik Pariwisata Bali (in Indonesian).
- 28. Robertson, P.K. 1991. Soil classification using the cone penetration test: Reply. Canadian geotechnical journal. 28(1), 176–178. https://doi.org/10.1139/t91-024
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- 33. Solidpixels. 2022. Location. NEANO resort. https:// www.neanoresort.com/en/location
- 34. Solin, D.P., and Estikhamah, F. 2021. Investigation of relationship between cone penetration test and unit weight in cohesive soil (Study case: Gunung Anyar District). E3S Web of Conferences. EDP Sciences. https://doi.org/10.1051/e3sconf/202132810007
- 35. Utili, S., and Crosta, G.B. 2015. Analysis tools for mass movement assessment. In Shroder JF & Davies T (Eds.), Landslide Hazards, Risks, and Disasters, 479–503. Elsevier. https://doi.org/10.1016/B978-0-12-396452-6.00013-6
- 36. Wardani, M.K., Nuciterani, F.T., and Aulady, M.F.N. 2019. Evaluating the potential of natural slope landslides due to changes in slope angle using the Fellenius method. Jurnal Manajemen Aset Infrastruktur & Fasilitas. 3(2), 23–31 (in Indonesian).
- 37. Zakaria, Z., Sophian, I., Sabila, Z.S., and Jihadi, L.H. 2018. Slope safety factor and its relationship with angle of slope gradient to support landslide mitigation at jatinangor education area, Sumedang, West Java, Indonesia. In IOP Conference Series: Earth and Environmental Science. IOP Publishing. https://doi.org/10.1088/1755-1315/145/1/012052
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-92cf6cd3-7eaf-40e7-bc71-b077b69a75c6