Soil liquefaction measurement and adjustment system on shaking table for seismic simulation

Mahmud Abdul Karim, Department of Electrical Engineering, Jakarta State Polytechnic, Indonesia
Dea Aulia Sakinah, Department of Electrical Engineering, Jakarta State Polytechnic, Indonesia
Dimas Nugroho Nuradryanto, Department of Electrical Engineering, Jakarta State Polytechnic, Indonesia
Sulis Setiowati, Department of Electrical Engineering, Jakarta State Polytechnic, Indonesia
Rika Novita Wardhani, Department of Electrical Engineering, Jakarta State Polytechnic, Indonesia
A'isyah Salimah, Department of Civil Engineering, Jakarta State Polytechnic, Indonesia
Yelvi Yelvi, Department of Civil Engineering, Jakarta State Polytechnic, Indonesia

Abstract


The liquefaction simulator tool uses a one-axis shaking table model to determine soil features and behaviour that indicate liquefaction. This helps in implementing measures to mitigate its effects. The research system incorporates a frequency regulation system to control the speed of the 3-phase motor and a measurement system that monitors various variables associated with liquefaction. The variables include displacement, rocking table motion, acceleration, vibration frequency, and pore water pressure. This study used LabVIEW for frequency adjustment, data acquisition, processing, and presentation. LabVIEW improved the observations' accuracy using the linear regression method and descriptive statistical analysis at the data processing stage. The error value for the frequency adjustment without load was 1.65%, which increased to 8.75% when a load was applied. This study achieved a displacement measurement accuracy of 99.03% and an average pore water pressure measurement accuracy of 95.69%. The measurement accuracy of the accelerometer and accelerometer vibration frequency reached 66.98%.


Keywords


acceleration; displacement; pressure; excess pore water; frequency; shaking table; soil liquefaction

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References


X. Ding, Y. Zhang, Q. Wu, Z. Chen, and C. Wang, “Shaking table tests on the seismic responses of underground structures in coral sand,” Tunnelling and Underground Space Technology, vol. 109, Mar. 2021, doi: 10.1016/j.tust.2020.103775.

Y. Cao, Z. Qu, and X. Ji, “A novel control strategy for reproducing the floor motions of high-rise buildings by earthquake-simulating shake tables,” Earthquake Research Advances, p. 100236, May 2023, doi: 10.1016/j.eqrea.2023.100236.

X. Feng, B. Ye, J. He, H. Miao, and C. Lin, “Shaking table test on underwater slope failure induced by liquefaction,” Soils and Foundations, vol. 63, no. 4, Aug. 2023, doi: 10.1016/j.sandf.2023.101357.

A. Bahmanpour, I. Towhata, M. Sakr, M. Mahmoud, Y. Yamamoto, and S. Yamada, “The effect of underground columns on the mitigation of liquefaction in shaking table model experiments,” Soil Dynamics and Earthquake Engineering, vol. 116, pp. 15–30, 2019, doi: https://doi.org/10.1016/j.soildyn.2018.09.022.

F. Ou Yang, G. Fan, K. Wang, C. Yang, W. Lyu, and J. Zhang, “A large-scale shaking table model test for acceleration and deformation response of geosynthetic encased stone column composite ground,” Geotextiles and Geomembranes, vol. 49, no. 5, pp. 1407–1418, 2021, doi: https://doi.org/10.1016/j.geotexmem.2021.05.013.

F. Xu et al., “Shaking table test on seismic response of a planar irregular structure with differential settlements of foundation,” Structures, vol. 46, pp. 988–999, 2022, doi: https://doi.org/10.1016/j.istruc.2022.10.090.

F. Ou Yang, G. Fan, K. Wang, C. Yang, W. Lyu, and J. Zhang, “A large-scale shaking table model test for acceleration and deformation response of geosynthetic encased stone column composite ground,” Geotextiles and Geomembranes, vol. 49, no. 5, pp. 1407–1418, Oct. 2021, doi: 10.1016/j.geotexmem.2021.05.013.

R. Motamed, V. Sesov, I. Towhata, and N. T. Anh, “Experimental Modeling of Large Pile Groups in Sloping Ground Subjected to Liquefaction-Induced Lateral Flow: 1-G Shaking Table Tests,” Soils and Foundations, vol. 50, no. 2, pp. 261–279, 2010, doi: https://doi.org/10.3208/sandf.50.261.

X. Feng, B. Ye, J. He, H. Miao, and C. Lin, “Shaking table test on underwater slope failure induced by liquefaction,” Soils and Foundations, vol. 63, no. 4, Aug. 2023, doi: 10.1016/j.sandf.2023.101357.

S. Kockanat, “Acceleration harmonics estimation and elimination with MABC–RLS algorithm: Simulation and experimental analyses on shaking table,” Applied Soft Computing Journal, vol. 92, Jul. 2020, doi: 10.1016/j.asoc.2020.106377.

A. Ghalandarzadeh, S. Rahimi, and A. Kavand, “Dynamic pore water pressure of submerged backfill on caisson quay walls: 1 g shake table tests,” Soil Dynamics and Earthquake Engineering, vol. 132, p. 106091, 2020, doi: https://doi.org/10.1016/j.soildyn.2020.106091.

X. Zhang, A. R. Russell, and X. Dong, “Liquefaction responses of fibre reinforced sand in shaking table tests with a laminated shear stack,” Soil Dynamics and Earthquake Engineering, vol. 162, p. 107466, 2022, doi: https://doi.org/10.1016/j.soildyn.2022.107466.

S. Nokande, Y. Jafarian, and A. Haddad, “Shaking table tests on the liquefaction-induced uplift displacement of circular tunnel structure,” Underground Space, vol. 10, pp. 182–198, 2023, doi: https://doi.org/10.1016/j.undsp.2022.09.004.

Y.-Y. Ko, Y.-T. Li, C.-H. Chen, S.-Y. Yeh, and S.-Y. Hsu, “Influences of repeated liquefaction and pulse-like ground motion on the seismic response of liquefiable ground observed in shaking table tests,” Eng Geol, vol. 291, p. 106234, 2021, doi: https://doi.org/10.1016/j.enggeo.2021.106234.

S. Song and S. Jeong, “Dynamic analysis of a single Pile embedded in SM soil using 1-g shaking table tests,” Ocean Engineering, vol. 285, p. 115416, 2023, doi: https://doi.org/10.1016/j.oceaneng.2023.115416.

S. Islami, O. Candra, Aswardi, and R. Maulana, “Modul 3 Instalasi Tenaga Listrik” 2019.

H. Hazarika et al., “Strain Criterion for Initiation of Liquefaction Using Shake Table Test,” International Journal of Geotechnical Engineering, vol. 30, no. 5, pp. 162–174, 2018.




DOI: https://doi.org/10.21831/jeatech.v5i1.65479

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