Nonlinear analysis for liquefaction simulation: implication of constitutive soil model
References
- Amalia, K. P., Ismanti, S., & Saputra, A. (2023). Liquefaction potential evaluation in Toba crater Indonesia. International Journal of GEOMATE, 25(110), 123–131.
https://doi.org/10.21660/2023.110.3990 - Boccieri, G., Gaudio, D., & Conti, R. (2024). An uncoupled approach for estimating seismic-induced pore water pressures in liquefiable sandy soils. Computers and Geotechnics, 170, 106266.
https://doi.org/https://doi.org/10.1016/j.compgeo.2024.106266 - Brandenberg, S. J., Bellana, N., & Shantz, T. (2010). Shear wave velocity as function of standard penetration test resistance and vertical effective stress at California bridge sites. Soil Dynamics and Earthquake Engineering, 30(10), 1026–1035.
https://doi.org/10.1016/j.soildyn.2010.04.014 - Carlton, B., & Kaynia, A. M. (2017). Nonlinear site response model with improved damping and strain softening. In Proceedings of 16th World Conference on Earthquake Engineering, Santiago, Chile. Paper 0721.
http://wcee.nicee.org/wcee/article/16WCEE/WCEE2017-721.pdf - Chen, G., Qin, Y., Wu, Q., Gu, X., & Juang, C. H. (2024). A Unified Model of Cyclic Shear–Volume Coupling and Excess Pore Water Pressure Generation for Sandy Soils under Various Cyclic Loading Patterns. Journal of Geotechnical and Geoenvironmental Engineering, 150(9), 4024075.
https://doi.org/10.1061/JGGEFK.GTENG-12247 - Chiaradonna, A., Tropeano, G., d’Onofrio, A., & Silvestri, F. (2018). Development of a simplified model for pore water pressure build-up induced by cyclic loading. Bulletin of Earthquake Engineering, 16(9), 3627–3652.
https://doi.org/10.1007/s10518-018-0354-4 - Chiaradonna, A., Tropeano, G., d’Onofrio, A., Silvestri, F., & Park, D. (2015, November 1–4). Application of a simplified model for the prediction of pore pressure build-up in sandy soils subjected to seismic loading. 6th International Conference on Earthquake Geotechnical Engineering, Christchurch, New Zealand.
https://secure.tcc.co.nz/ei/images/ICEGE15%20 Papers/Chiaradonna%20189.00_.pdf - Chiu, P., Pradel, D. E., Kwok, A. O. L., & Stewart, J. P. (2008). Seismic response analyses for the silicon valley rapid transit project. In Geotechnical Earthquake Engineering and Soil Dynamics IV (pp. 1–10). ASCE Library.
https://doi.org/10.1061/40975(318)210 - DEEPSOIL (2024). A nonlinear and equivalent linear seismic site response of 1-D soil columns. User manual. Board of Trustees of University of Illinois at Urbana.
https://deepsoil.cee.illinois.edu/Files/DEEPSOIL_User_Manual_v7.pdf - Demir, S. (2021). Numerical assessment of the performance of different constitutive models used to predict liquefiable soil behavior. International Advanced Researches and Engineering Journal, 5(2), 260–267.
https://doi.org/10.35860/iarej.871429 - Di Buccio, F., & Pagliaroli, A. (2020). Numerical modelling of seismic site response at large strains: a parametric study. American Journal of Civil Engineering, 8(5), 117–127.
https://hdl.handle.net/11564/736424 - Diaz-Segura, E. G. (2016). The coefficient of earth pressure at rest. Electronic Journal of Geotechnical Engineering, 21(5).
https://doi.org/10.1016/0148-9062(94)90690-4 - Dobry, R., Ladd, R. S., Yokel, F. Y., Chung, R. M., & Powell, D. (1982). Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method: Building science series. National Bureau of Standards, US Department of Commerce, US Governmental Printing Office.
- Eskandarinejad, A., Jahanandish, M., & Zafarani, H. (2017). Divergence between nonlinear and equivalent-linear 1D site response analyses for different VS realizations of typical clay sites. Pure and Applied Geophysics, 174(10), 3955–3978.
https://doi.org/10.1007/s00024-017-1586-y - Fitri, S. N., & Pramana, I. M. W. (2025). Non-linear seismic response for liquefaction analysis: pore water pressure and strain ratio approach. Scientific Review Engineering and Environmental Sciences, 34(3).
https://doi.org/10.22630/srees.10426 - Fitri, S. N., & Sawada, K. (2024). Evaluation and opportunities for soil liquefaction vulnerability research: Lesson learned from Japan for Indonesia-A bibliometric analysis. In Proceedings of the 2024 11th International Conference on Geomatics in Civil Engineering (pp. 14–29). Springer Nature Singapore.
https://doi.org/10.1007/978-3-031-68624-5_2 - Fitri, S. N., & Sawada, K. (2025a). Comprehensive assessment for liquefaction vulnerability in Indonesia: empirical and element simulation approaches. Civil Engineering Journal, 11(1), 326–345.
https://doi.org/10.28991/CEJ-2025-011-01-019 - Fitri, S. N., & Sawada, K. (2025b). Soil liquefaction induces lateral spreading estimation based on site-specific response analysis. In S. A. Kristiawan, K. C. Tsai, M. Shahin, A. R. M. Sam & P. D. Hai (Eds.), Proceedings of the 6th International Conference on Rehabilitation and Maintenance in Civil Engineering (Vol. 2, pp. 255–266). Springer Nature Singapore.
https://doi.org/10.1007/978-981-96-4694-4_26 - Fitri, S. N., Soemitro, R. A. A., Warnana, D. D., & Sutra, N. (2018). Application of microtremor HVSR method for preliminary assessment of seismic site effect in Ngipik landfill, Gresik. MATEC Web of Conferences, 195, 03017.
https://doi.org/10.1051/matecconf/201819503017 - Golkarfard, H., Ravichandran, N., Sedaghat, A., Saketh Jella, V., & Andrus, R. (2024, February 25–28). Effects of different soil constitutive models on nonlinear seismic site response analysis using DEEPSOIL for the Blue Ridge and Piedmont Regions, South Carolina. Geo-Congress 2024, Vancouver, British Columbia, Canada.
https://doi.org/10.1061/9780784485316.028 - Groholski, D. R., Hashash, Y. M., Kim, B., Musgrove, M., Harmon, J., & Stewart, J. P. (2016). Simplified model for small-strain nonlinearity and strength in 1D seismic site response analysis. Journal of Geotechnical and Geoenvironmental Engineering, 142(9), 04016042.
https://doi.org/10.1061/(ASCE)GT.1943-5606.0001496 - Groholski, D. R., Hashash, Y. M. A., Musgrove, M., Harmon, J., & Kim, B. (2015, November 1–4). Evaluation of 1-D non-linear site response analysis using a general quadratic/hyperbolic strength-controlled constitutive model. 6th International Conference on Earthquake Geotechnical Engineering, Christchurch, New Zealand.
https://secure.tcc.co.nz/ei/images/ICEGE15%20Papers/Hashash%20269.00.pdf - Hashash, Y. M. A., Park, D. (2001). Non-linear one-dimensional seismic ground motion propagation in the Mississippi Embayment. Engineering Geology, 62(1–3), 185-206.
- He, H., Miao, Y., & Wang, S. (2025). Reproducing nonlinear ground response and pore pressure variations using in-situ soil properties. Soil Dynamics and Earthquake Engineering, 194, 109380.
https://doi.org/https://doi.org/10.1016/j.soildyn.2025.109380 - Hori, R., Inoue, K., Ikeda, T., & Kiyota, T. (2023). Analytical study on ground behavior during the 2018 Sulawesi earthquake, Indonesia. IOP Conference Series: Earth and Environmental Science, 1244(1), 012035.
https://doi.org/10.1088/1755-1315/1244/1/012035 - Jalil, A., Fathani, T. F., Satyarno, I., & Wilopo, W. (2021). Nonlinear site response analysis approach to investigate the effect of pore water pressure on liquefaction in Palu. IOP Conference Series: Earth and Environmental Science, 871(1), 012053.
https://doi.org/10.1088/1755-1315/871/1/012053 - Lee, Y. G., Pervaiz, U., Park, D., Kim, B., & Han, J. T. (2025). Assessment of liquefaction potential using simplified method and one-dimensional effective stress ground response analysis during 2017 Pohang earthquake in South Korea: A case study. Soil Dynamics and Earthquake Engineering, 196, 109463.
https://doi.org/https://doi.org/10.1016/j.soildyn.2025.109463 - Matasović, N. (1993). Seismic response of composite horizontally-layered soil deposits (doctoral dissertation). University of California.
https://www.researchgate.net/publication/34090029 - Matasović, N., & Vucetic, M. (1993). Cyclic characterization of liquefiable sands. Journal of Geotechnical Engineering, 119(11), 1805–1822.
https://doi.org/10.1061/(ASCE)0733-9410(1993)119:11(1805) - Mei, X. (2018). Pore pressure generation and liquefaction analysis using nonlinear, effective stress-based site response analysis (doctoral dissertation). University of Illinois at Urbana-Champaign.
http://hdl.handle.net/2142/102927 - Pervaiz, U., Park, D., Hashash, Y., & Xing, G. (2021). Testing performance of pore pressure models implemented in one-dimensional site response analysis program against centrifuge test data measured in mildly sloping ground. Soil Dynamics and Earthquake Engineering, 149, 106867.
https://doi.org/10.1016/j.soildyn.2021.106867 - Phillips, C., & Hashash, Y. M. (2009). Damping formulation for nonlinear 1D site response analyses. Soil Dynamics and Earthquake Engineering, 29(7), 1143–1158.
https://doi.org/10.1016/j.soildyn.2009.01.004 - Raza, H., & Ahmad, N. (2024). Assessment of seismic liquefaction hazard and ground response in subduction zone: a 1D non-linear effective stress approach. Engineering Research Express, 6(4), 045121.
https://doi.org/10.1088/2631-8695/ad980a - Shamsher, S., Won, M. S., Park, Y. C., Park, Y. H., & Sayed, M. A. (2025). Effect of nonlinear constitutive Models on seismic site response of soft reclaimed soil deposits. Journal of Marine Science and Engineering, 13(7), 1333.
https://doi.org/10.3390/jmse13071333 - Stokoe, K. H., Darendeli, M. B., Gilbert, R. B., Menq, F. Y., & Choi, W. K. (n.d.). Development of a new family of normalized modulus reduction and material damping curves.
https://apps. peer.berkeley.edu/lifelines/Workshop304/pdf/Stokoe_PlenaryPaper.pdf - Sunarto, S., Setyono, E., Darmawan, A. A., & Ondang, K. K. (2024). Liquefaction potential and soil bearing capacity improvement with stone column case study. AIP Conference Proceedings, 2927(1), 030009.
https://doi.org/10.1063/5.0193689 - Taruna, R. M., Septiadhi, A., Sungkono, Mase, L. Z., & Mashuri. (2024). Preliminary assessment of liquefaction vulnerability using microtremor analysis in North Lombok. Journal of Physics: Conference Series, 2866(1), 012061.
https://doi.org/10.1088/1742-6596/2866/1/012061 - Tsai, C. C., & Li, P. C. (2024). Quantifying near-fault motion effects on soil liquefaction through effective stress site response analysis. Soil Dynamics and Earthquake Engineering, 183, 108779.
https://doi.org/10.1016/j.soildyn.2024.108779 - Wang, R., Cao, W., Xue, L., & Zhang, J. M. (2021). An anisotropic plasticity model incorporating fabric evolution for monotonic and cyclic behavior of sand. Acta Geotechnica, 16(1), 43–65.
https://doi.org/10.1007/s11440-020-00984-y - Wang, R., Zhang, J. M., & Wang, G. (2014). A unified plasticity model for large post-liquefaction shear deformation of sand. Computers and Geotechnics, 59, 54–66.
https://doi.org/10.1016/j.compgeo.2014.02.008
Language: English
Page range: 57 - 74
Submitted on: Dec 11, 2025
Accepted on: Feb 27, 2026
Published on: Mar 31, 2026
Published by: Warsaw University of Life Sciences - SGGW Press
In partnership with: Paradigm Publishing Services
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© 2026 Siti Nurlita Fitri, Niken Silmi Surjandari, Galuh Chrismaningwang, Bambang Setiawan, Yusep Muslih Purwana, Brillian Budi Prakosa, Raden Harya Dananjaya Hesti Indrabaskara, published by Warsaw University of Life Sciences - SGGW Press
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