Studi Awal Amplifikasi Gerak Tanah Gempa untuk Universitas Indonesia (Depok)

Authors

  • Lingga Ekaputra Lucky Suryajaya Departemen Teknik Sipil, Fakultas Teknik, Universitas Indonesia
  • Widjojo Adi Prakoso Departemen Teknik Sipil, Fakultas Teknik, Universitas Indonesia
  • Yuamar Imarrazan Basarah Program Studi Teknik Sipil, Fakultas Teknik Sipil dan Lingkungan Institut Teknologi Bandung
  • Sigit Pramono Badan Meteorologi Klimatologi dan Geofisika (BMKG)

DOI:

https://doi.org/10.5614/jts.2024.31.2.4

Keywords:

Amplification, Earthquake, Ground motion, Parameter, Peak ground acceleration, Period, Spectral acceleration

Abstract

Abstract

This research is motivated by the frequent occurrence of earthquakes in Indonesia in recent years. Meanwhile, the common practice in determining soil and seismic parameters in Indonesia still heavily relies on various empirical studies. Therefore, this study aims to investigate soil and seismic parameters in Indonesia through the phenomenon of earthquake ground motion amplification, with a case study located at the University of Indonesia (Depok). The research methods employed include the analysis of earthquake recording data in the UI Forest at a depth of 300 meters, one-dimensional modeling using DEEPSOIL v7 software, and a comparative analysis of the ground motion recording results of the earthquake in Banten on January 14th, 2022, with a magnitude of 6.6 (low strain) on the surface of UI Forest and FMIPA UI. The research results show visible oscillations at the end of the ground acceleration output and a spike in the peak ground acceleration (PGA) value at around 30 meters in the uppermost layer, with periods and spectral acceleration higher than the expected recorded values. This indicates that the soil modeled based on correlation is softer than anticipated. In other words, the soil is stiffer than previously assumed based on the established correlations.

References

Ameratunga, J. (2016). Correlation of Soil and Rock Properties in Geotechnical Engineering. Townsville: Springer.

Darendeli, M. B. 2001. Development of a new family of normalized modulus reduction and material damping curves. Ph.D. thesis, Univ. of Texas at Austin, Austin, TX.

Das, B. M., Ramana, G. V., 2011, Principles of Soil Dynamics Second Edition, Cengage Learning, Suite 400 Stamford.

Dikmen, U., 2009, Statistical Correlations of Shear Wave Velocity and Penetration Resistance for Soils, Journal of Geophysics and Engineering.

Hasancebi, N., Ulusay, R., 2006, Empirical Correlations between Shear Wave Velocity and Penetration Resistance for Ground Shaking Assessments, Bulletin of Engineering Geology and the Environment.

Hashash, Y.M.A., Musgrove, M.I., Harmon, J.A., Ilhan, O., Xing, G., Numanoglu, O., Groholski, D.R., Phillips, C.A., and Park, D, 2020, DEEPSOIL 7.0, User Manual, Urbana, IL, Board of Trustees of University of Illinois at Urbana-Champaign.

Imai, T., 1977, P and S Wave Velocities of the Ground in Japan, Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering.

Jafari, M. K., Shafiee, A., Razmkhah, A., 2002, Dynamic Properties of Fine Grained Soils in South of Tehran, Journal of Seismology and Earthquake Engineering.

Kementerian PUPR, 2019, Kumpulan Korelasi Parameter Geoteknik dan Fondasi. Direktorat Jenderal Bina Marga.

Kiku, H., Yoshida, N., Yasuda, S., Irisawa, T., Nakazawa, H., Shimizu, Y., Ansal, A., Erkan, A., 2001, In-Situ Penetration Tests and Soil Profiling in Adapazari, Turkey, Proceedings of the ICSMGE/TC4 Satellite Conference on Lessons Learned From Recent Strong Earthquakes.

Ohta, Y., Goto, N., 1978, Empirical Shear Wave Velocity Equations in Terms of Characteristic Soil Indexes, Earthquake Engineering Structural Dynamics.

Okamoto, T., Kokusho, T., Yoshida, Y., Kusuonoki, K., 1989, Comparison of Surface versus Subsurface Wave Source for P-S Logging in Sand Layer, Proceeding of the 44th Annual Conference JSCE.

Pitilakis, K., Raptakis, D., Lontzetidis, K. T., Vassilikou, T., Jongmans, D., 1999, Geotechnical and Geophysical Description of Euro-Seistests, Using Field and Laboratory Tests, and Moderate Strong Ground Motions, Journal of Earthquake Engineering.

Prakoso, W. A., Daud, Y., Pratama, S. A., 2011, Karakteristik Geoteknik Stasiun Accelerometer Tanjung Priok (JATA) dan Depok (JAUI).

Ridwan, M., 2016, Study of Ground Subsurface in Jakarta by Using Microtremor Array Method: Identification of Engineering Bedrock Depth and Site Class.

Seed, H. B., Idriss, I. M., 1981, Evaluation of Liquefaction Potential Sand Deposits Based on Observation of Performance in Previous Earthquakes, St. Louis (MO): ASCE National Convention.

Sykora, D. E., Stokoe, K. H., 1983, Correlations of In-Situ Measurements in Sands of Shear Wave Velocity, Soil Dynamics and EarthquakeEngineering 20, pp. 125-136.

Vucetic, M., Dobry, R., 1991, Effect of Soil Plasticity on Cyclic Response. Journal of Geotechnical Engineering. Volume 117, Issue 1, https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(89).

Published

2024-08-22

How to Cite

Lucky Suryajaya, L. E., Prakoso, W. A., Basarah, Y. I., & Pramono, S. (2024). Studi Awal Amplifikasi Gerak Tanah Gempa untuk Universitas Indonesia (Depok) . Jurnal Teknik Sipil, 31(2), 149-156. https://doi.org/10.5614/jts.2024.31.2.4