Abstract
Slope failure in the well site area in Aceh, Indonesia caused the termination of gas distribution and resulted in financial loss. Based on the visual observation, the slope failed due to the high intensity of rainfall, which influenced the reduction of soil shear strength of the slope embankment. Moreover, the slope reinforcement has been damaged due to the collapsed trees on the slope embankment. Slope stability analysis was carried out by using a two-dimensional (2D) numerical method in several section areas to determine the appropriate slope reinforcement or countermeasures. Based on the 2D slope stability analysis, the Building Information Modeling (BIM) was performed by using a 3D projection drawing to evaluate the detailed information of the area which was applied by the countermeasures system. This method describes the total area and material quantity covered by the countermeasure system to determine the information material quantity and land acquisition area. Furthermore, the implementation of BIM in this study provides detailed information during the construction process to ensure comprehensive landslide mitigation.
Keywords
References
Yoshida, Y., Kuwano, J., Kuwano, R. (1991). Effects of saturation on shear strength of soils. Soils and Foundations, vol.31, no.1, 181-186, DOI:10.3208/sandf1972.31.181
Mizal-Azzmi, N., Mohd-Noor, N., Jamaludin, N. (2011). Geotechnical approaches for slope stabilization in residential area. The 2nd International Building Control Conference 2011,474-482,DOI: 10.1016/j.proeng.2011.11.190
Kahlen, F.J., Flumerfelt, S., Alves, A. (2017). Transdisciplinary Perspectives on Complex Systems: New Findings and Approaches. Springer International Publishing, Switzerland, DOI: 10.1007/978-3-319-38756-7
Berdigylyjov, M., Popa, H. (2019). The Implementation and role of geotechnical data in BIM process. Procedia Engineering, vol.143, 734-741, DOI: 10.1016/j.proeng.2016.06.115
Antoljak, S. (2020). Geotechnical BIM in 2020. Geo-Congress 2020 GSP 318, 933-941, DOI: 10.1061/9780784482810.097
Howard, A. S., Hatton, B. W.,Reitsma, F., and Lawrie, K. I. G. (2009). Developing a geoscience knowledge framework for a national geological survey organization. Computers & Geosciences, vol. 35, no.4, 820-835, DOI: 10.1016/j.cageo.2008.06.004
Feng, M., Liu, S., Euliss, N. H., Young, C., and Mushet, D. M. (2011). Prototyping an online wetland ecosystem services model using open model sharing standards. Environmental Modelling & Software, vol.26, 458-468, DOI:10.1016/j.envsoft.2010.10.008
Kumar, S. V., Peters-Lidard, C. D., Tian, Y., Houser, P. R., Geiger, J., Olden, S., Lighty, L., Eastman, J. L., Doty, B., Dirmeyer, P., Adams, J., Mitchell, K., Wood, E. F., and Sheffield, J. (2006). Land information system: An interoperable framework for high resolution land surface modeling. Environmental Modelling & Software, vol.21, No.10, 1402-1415, DOI:10.1016/j.envsoft.2005.07.004
Tarboton, D. G., Maidment, D., Zaslavsky, I., Ames, D., Goodall, J., Hooper, R. P., Horsburgh, J., Valentine, D., Whiteaker, T., andSchreuders, K. (2011). Data interoperability in the hydrologic sciences. Environmental Information Management Conference, Santa Barbara.
Werlang, R., Abel, M., Perrin, M.,Carbonera, J. L., and Fiorini, S.R. (2014). Ontological foundations for petroleum application modeling. The Petroleum Network Education Conference, Houston.
Kim, S., Gultekin-Bicer, P. (2018). An Infrastructure for Geotechnical Building Information Modeling (BIM). IFCEE 2018 GSP 294, 211-218, DOI: 10.1061/9780784481578.022
Morin, G. Geotechnical BIM: Applying BIM Principles to the Subsurface, from https://www.autodesk.com/autodesk-university/article/Geotechnical-BIM-Applying-BIM-Principles-Subsurface-2019, accessed on 2020-10-08.
BSN, Badan Standarisasi Nasional.SNI 8460:2017 PesyaratanPerancanganGeoteknik, frombsn.go.id, accessed on 2020-10-08.
Azizi, F. (2000). Applied Analysis in Geotechnics. E & FN Spon, London.
Wijaya, T., Hidayat, R. (2007). Survey Pendahuluan Bitumen Padat di Daerah Aceh Barat Kabupaten Aceh Barat Provinsi. Nanggroe Aceh Darusalam. Proceeding Pemaparan Hasil KegiatanLapangan dan Non LapanganPusat SumberDayaGeologi. Aceh.
Bowles, J. E. (1988). Analisa dan Desain Pondasi I EdisiKeempatJilid I. Erlangga, Jakarta.
Bowles, J. E. (1997). Foundation Analysis and Design. McGraw-Hill Kogakusha, Tokyo.
Terzaghi, K., Peck, R. B. (1967). Soil Mechanics in Engineering Practice 2 nd Edition. John Wiley and Sons, New York.
Karol, R, H. (1960). Soils and Soil Engineering. Prentice Hall, New Jersey.
Look, B. G. (2007). Handbook of Geotechnical Investigation and Design Tables. Taylor and Francis Group, London.
BSN, Badan Standarisasi Nasional. SNI 03-2827:1992 MetodePengujianLapangandenganalatsondir,frombsn.go.id, accessed on 2020-10-08.
BSN, Badan Standarisasi Nasional. SNI 1738:2011 Cara Uji CBR (California
- Autori zadržavaju autorska prava i pružaju časopisu pravo prvog objavljivanja rada i licenciraju ga Creative Commons licencom koja omogućava drugima da dele rad uz uslov navođenja autorstva i izvornog objavljivanja u ovom časopisu.
- Autori mogu izraditi zasebne, ugovorne aranžmane za neekskluzivnu distribuciju rada objavljenog u časopisu (npr. postavljanje u institucionalni repozitorijum ili objavljivanje u knjizi), uz navođenje da je rad izvorno objavljen u ovom časopisu.
- Autorima je dozvoljeno i podstiču se da postave objavljeni rad onlajn (npr. u institucionalnom repozitorijumu ili na svojim internet stranicama) pre i tokom postupka prijave priloga, s obzirom da takav postupak može voditi produktivnoj razmeni ideja i ranijoj i većoj citiranosti objavljenog rada (up. Efekat otvorenog pristupa).