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Abstract
Liquefaction phenomenon can be occurred in the sandy soil. Caused by an earthquake shaking on the sandy soil so the shear stress of the soil will be lost and the soil seem like liquid. Liquefaction in a site can cause the building on soil surface in the site can be crack or collapse. Therefore, it is need to study to review the liquefaction potential that will be occurred under Ijo Balit weir East Lombok. In general, the liquefaction, trigger by the earthquake shaking. Based on this condition so can be developed the earthquake shaking in form of the earthquake acceleration for time history. The time history of the earthquake wave can be developed in ground surface based on the spectral-matching-procedure with the target spectrum is design spectrum. Based on ground surface time history then can be calculated liquefaction potential on the soil layer under the Ijo Balit weir East Lombok. The study result can be mention that the soil layer in the site is not experience liquefaction.
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Copyright (c) 2025 Lalu Ibrohim Burhan, Hanindya Kusuma Artati, Lalu Makrup, Elvis Saputra
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References
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- Artati H.K., 2023, Deterministic seismic hazard analysis to determine liquefaction potential due to earthquake, Civil Engineering Journal Vol. 9, No. 05, May, 2023.
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- Seed, H. B. and Idriss, I. M.(1982), Ground motions and soil liquefaction during
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- Monograph. Belum dicari dan blm ada pembahasan di atas
- SNI 1726 (2019), Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung Dan Non Gedung, Badan Standrisasi Nasional, Jakarta.
References
Petersen M.D., Dewey J., Hartzell S., Mueller C., Harmsen S., Frankel A. D., and Rukstales K., (2004), Probabilistic seismic hazard analysis for Sumatra, Indonesia and across the Southern Malaysian Peninsula. Elsevier.
Petersen M.D., Harmsen S., Mueller C., Haller K., Dewey J., Luco N., Crone A., Rukstales K., and Lidke D., (2008), Probabilistic seismic hazard for Sooutheast Assia. International Conference of Earthquake Engineering and Disaster Mitigation, Jakarta, April 14, 15, 2008.
Irsyam M., Dangkua D.T., Hendriyawan, Hoedajanto D., Hutapea B. M., Kertapati E.K., Boen T., and Petersen M. D, (2008), The Proposed seismic hazard maps of Sumatra and Java islands and microzonation study of Jakarta city, Indonesia, J. Earth Syst. Sci. 117, S2, November 2008, pp. 865–878.
Irsyam M., Asrurifak M., Hendriyawan D., Budiono B. (2010). Development of spectral hazard maps for a proposed revision of the Indonesian Seismic Building Code. Geomechanics and Geoengineering 5(1):35-47. DOI:10.1080/ 17486020903452725
I Wayan Sengara I. W., Irsyam M., Sidi I. D, Andri Mulia D. A., Asrurifak M., Hutabarat D. (2015). Development of earthquake risk-targeted ground motions for Indonesian Earthquake Resistance Building Code SNI 1726-2012. 12th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP12 Vancouver, Canada, July 12-15, 2015 1
Wood, R.L., Hutchinson, T.C. (2012) Effects of ground motion scaling on nonlinear higher mode building response, Earthquakes and Structures, Volume 3, Issue 6, 2012.
Carlson C. Pp., Zekkos D., McCormick J. P. (2014) Impact of time and frequency domain ground motion modification on the response of a SDOF system. Earthquakes and Structures, Volume 7, Issue 6, 2014, pp.1283-1301.
Bayati Z, Soltani M.(2016) Ground motion selection and scaling for seismic design of RC frames against collapse. Earthquakes and Structures, Volume 11, Issue 3, 2016, pp.445-459.
Pavel F., Vacareanu R. (2016) Scaling of ground motions from Vrancea (Romania) earthquakes. Earthquakes and Structures, Volume 11, Issue 3, 2016, pp.505-516.
Makrup, L. and Jamal A. U., (2016). The Earthquake Ground Motion and Response Spectra Design for Sleman, Yogyakarta, Indonesia with Probabilistic Seismic Hazard Analysis and Spectral Matching in Time Domain, American Journal of Civil Engineering, 4(6): 298-305
Makrup, L., and Muntafi, Y. (2016) Artificial Ground Motion for the Cities of Semarang and Solo Indonesia Generated Based on Probabilistic Seismic Hazard Analysis and Spectral Matching, EJGE (Electronic Journal of Geotechnical Engineering), Vol. 21, [2016] Bund. 21.
Makrup, L. (2017) Generating Design Ground Motion by Probabilistic Seismic Hazard Analysis and Code, EJGE (Electronic Journal of Geotechnical Engineering), Vol. 22, [2017] Bund. 5.
Nicolaou.A.S. (1998), A GIS Platform for Earthquake Risk Analysis. A dissertation submitted to the Faculty of the Graduate School of State University of New York at Buffalo USA in partial fulfillment of the requirement for the degree of Doctor of Philosophy, August.
Wood, R.L., Hutchinson, T.C. (2012) Effects of ground motion scaling on nonlinear higher mode building response, Earthquakes and Structures, Volume 3, Issue 6, 2012, pp.869-887
Artati H.K., 2023, Deterministic seismic hazard analysis to determine liquefaction potential due to earthquake, Civil Engineering Journal Vol. 9, No. 05, May, 2023.
Tanjung, M. I. (2017). Screening Analysis Stabilitas Lereng Bendungan Urugan Akibat Gempa di Indonesia. Jurnal Teknik Hidraulik Vol. 8 No.1, Juni 2017, 193-204.
Nicolaou.A.S. (1998), A GIS Platform for Earthquake Risk Analysis. A dissertation submitted to the Faculty of the Graduate School of State University of New York at Buffalo USA in partial fulfillment of the requirement for the degree of Doctor of Philosophy, August.
Seed, H. B. and Idriss, I. M.(1982), Ground motions and soil liquefaction during
earth-quakes, Berkeley, CA, Earthquake Engineering Research Institute
Monograph. Belum dicari dan blm ada pembahasan di atas
SNI 1726 (2019), Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung Dan Non Gedung, Badan Standrisasi Nasional, Jakarta.