Soil Zonation and The Shaking Table Test of The Embankment on Clayey Soil
Abstract
The main objective of this research was to model the zonation of wrap faced embankment on soft clay foundation, by applying a shake table test. Also, to investigate the dynamic behaviors of clay soil, such as acceleration amplification, displacement and pore water pressure of wrap faced embankment. This was done with respect to changes in frequencies of 1 Hz, 3 Hz, 5 Hz, 10 Hz, 12 Hz and 15 Hz respectively. Constant acceleration (0.1 g) and surcharge (19 Kg) were applied by using a laminar box, placed on a shake table testing machine. The main elements of this research were the laboratory test, which was used for preparing reconstitute soil samples, and wrap faced embankment with frequency arrangement. After applying all test parameters, dynamic parameters were increased by rise in elevation with respect to frequency. The result shows that the maximum dynamic parameters were found at the frequency of 10 Hz. It is beneficial to the relative performances of the wrap faced embankment, which is the updated design parameter.
Keywords: Seismic; Clay Soil; Frequency; Shake Table Test; Wrap Faced; Soil Zonation
Copyright (c) 2020 Geosfera Indonesia Journal and Department of Geography Education, University of Jember
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References
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Xiao, M., Ledezma, M., & Hartman, C. (2014). Shake table test to investigate seismic response of a slurry wall. Geotechnical Special Publication, 234 GSP, 1234–1243. https://doi.org/10.1061/9780784413272.120.
Yazdandoust, M. (2017). Investigation on the seismic performance of steel-strip reinforced-soil retaining walls using shaking table test. Soil Dynamics and Earthquake Engineering, 97(November 2016), 216–232. https://doi.org/10.1016/j.soildyn.2017.03.011.
Ye, J., & Jiang, L. (2018). Simplified analytical model and shaking table test validation for seismic analysis of mid-rise cold-formed steel composite shear wall building. Sustainability (Switzerland), 10(9). https://doi.org/10.3390/su10093188.
Zhou, Y., Wang, H., Wen, R., Ren, Y., & Ji, K. (2020). Insights on nonlinear soil behavior and its variation with time at strong-motion stations during the Mw7.8 Kaikōura, New Zealand earthquake. Soil Dynamics and Earthquake Engineering, 136(29), 106215. https://doi.org/10.1016/j.soildyn.2020.106215.
Alam, M. J., & Islam, M. S. (2009). Geological Aspects of Soil Formation of Bangladesh. Conference: Bangladesh Geotechnical Conference 2009 (BGC-2009), Dhaka, Bongladesh.
Bazlar Rashid, M., Rashid, B., & Islam, B. (2018). Structure and Lineaments of the Northwestern Part of Bangladesh and Evolution of the Barind Tract. American Journal of Earth Sciences, 5(3), 26–36.
Beskhyroun, S., Wegner, L. D., & Sparling, B. F. (2011). Integral resonant control scheme for cancelling human-induced vibrations in light-weight pedestrian structures. Structural Control and Health Monitoring, May 2011, n/a-n/a. https://doi.org/10.1002/stc.
Bullock, Z., Dashti, S., Liel, A., Porter, K., & Karimi, Z. (2019). This preprint is a PDF of a manuscript that has been accepted for. Earthquake Spectra (PREPRINT), 1–33. https://doi.org/10.1016/j.ssresearch.2016.09.015.
Cai, W., Yu, B., & Kaewunruen, S. (2019). Shaking table tests of suspended structures equipped with viscous dampers. Applied Sciences (Switzerland), 9(13). https://doi.org/10.3390/app9132616.
Çelebi, E., Göktepe, F., & Omid, A. J. (2019). Seismic soil response of scaled geotechnical test model on small shaking table. Arabian Journal of Geosciences, 12(2). https://doi.org/10.1007/s12517-018-4197-8.
Edinçliler, A., & Toksoy, Y. S. (2017). Shake table tests to measure the dynamic performance of geotextile-reinforced embankment. Periodica Polytechnica Civil Engineering, 61(4), 803–814. https://doi.org/10.3311/PPci.10540.
Eric, R., Moss, S., & Crosariol, V. A. (2013). Scale Model Shake Table Testing of an Underground Tunnel Cross Section in Soft Clay. 29(4), 1413–1440. https://doi.org/10.1193/070611EQS162M.
Ering, P., & Sivakumar Babu, G. L. (2020). Effect of spatial variability of earthquake ground motions on the reliability of road system. Soil Dynamics and Earthquake Engineering, 136(December 2019), 106207. https://doi.org/10.1016/j.soildyn.2020.106207.
Fleming, B. J., Eeri, M., Sritharan, S., & Miller, G. A. (2016). Full-Scale Seismic Testing of Piles in Improved and Unimproved Soft Clay. 32(1), 239–265. https://doi.org/10.1193/012714EQS018M.
Goktepe, F., Celebi, E., & Omid, A. J. (2019). Numerical and experimental study on scaled soil-structure model for small shaking table tests. Soil Dynamics and Earthquake Engineering, 119(August 2018), 308–319. https://doi.org/10.1016/j.soildyn.2019.01.016.
Hamayoon, K., Morikawa, Y., Oka, R., & Zhang, F. (2016). 3D dynamic finite element analyses and 1 g shaking table tests on seismic performance of existing group-pile foundation in partially improved grounds under dry condition. Soil Dynamics and Earthquake Engineering, 90, 196–210. https://doi.org/10.1016/j.soildyn.2016.08.032.
Haque, M. E., Sayem, H. M., & Kamal, M. (2013). Assessment of Some Engineering Geological Aspects of the Sub-soil of Ganakbari, Dhaka, Bangladesh. Jahangirnagar University Environmental Bulletin, 2(September), 61–70. https://doi.org/10.3329/jueb.v2i0.16331.
Hassan, A., & Pal, S. (2018). Effect of soil condition on seismic response of isolated base buildings. International Journal of Advanced Structural Engineering, 10(3), 249–261. https://doi.org/10.1007/s40091-018-0195-z.
He, T., & Jiang, N. (2019). Substructure shake table test for equipment-adjacent structure–soil interaction based on the branch mode method. Structural Design of Tall and Special Buildings, 28(4), 1–19. https://doi.org/10.1002/tal.1573.
Helwany, S., Wu, J. T. H., Meinholz, P., Alizadeh, V., & Ghaderi, R. (2017). Seismic Behavior of GRS Bridge Abutments with Concrete Block Facing: an Experimental Study. Transportation Infrastructure Geotechnology, 4(4), 85–105. https://doi.org/10.1007/s40515-017-0040-z.
Hore, R., Arefin, M. R., & Ansary, M. A. (2019). Development of Zonation Map Based on Soft Clay for Bangladesh. Journal of Engineering, 10(1), 13–18.
Hore, R., Chakraborty, S., Shuvon, A. M., & Ansary, M. A. (2020). Effect of Acceleration on Wrap Faced Reinforced Soil Retaining Wall on Soft Clay by Performing Shaking Table Test. 15, 1–11.
Krishna, A. M., & Latha, G. M. (2007). Seismic response of wrap-faced reinforced soil-retaining wall models using shaking table tests. Geosynthetics International, 14(6), 355–364. https://doi.org/10.1680/gein.2007.14.6.355.
Kumar, V., Chopra, S., Choudhury, P., & Kumar, D. (2020). Estimation of near surface attenuation parameter kappa (κ) in Northwest and Northeast Himalaya region. Soil Dynamics and Earthquake Engineering, 136(September 2019), 106237. https://doi.org/10.1016/j.soildyn.2020.106237.
Latha, G., & Krishna, A. (2006). Shaking table studies on reinforced soil retaining walls. Indian Geotechnical Journal, 36(4), 321–333.
Madhavi Latha, G., & Manju, G. S. (2016). Seismic Response of Geocell Retaining Walls Through Shaking Table Tests. International Journal of Geosynthetics and Ground Engineering, 2(1), 1–15. https://doi.org/10.1007/s40891-016-0048-4.
Srilatha, N., Latha, G. M., & Puttappa, C. G. (2013). Effect of frequency on seismic response of reinforced soil slopes in shaking table tests. Geotextiles and Geomembranes, 36(September 2014), 27–32. https://doi.org/10.1016/j.geotexmem.2012.10.004.
Srinivasan, V., Srivastava, S., & Ghosh, P. (2016). Optimization and Parametrical Investigation to Assess the Reconstitution of Different Types of Indian Sand Using Portable Travelling Pluviator. Geotechnical and Geological Engineering, 34(1), 59–73. https://doi.org/10.1007/s10706-015-9928-y.
Suzuki, M., Shimura, N., Fukumura, T., Yoneda, O., & Tasaka, Y. (2015). Seismic performance of reinforced soil wall with untreated and cement-treated soils as backfill using a 1-g shaking table. Soils and Foundations, 55(3), 626–636. https://doi.org/10.1016/j.sandf.2015.04.013.
Xiao, M., Ledezma, M., & Hartman, C. (2014). Shake table test to investigate seismic response of a slurry wall. Geotechnical Special Publication, 234 GSP, 1234–1243. https://doi.org/10.1061/9780784413272.120.
Yazdandoust, M. (2017). Investigation on the seismic performance of steel-strip reinforced-soil retaining walls using shaking table test. Soil Dynamics and Earthquake Engineering, 97(November 2016), 216–232. https://doi.org/10.1016/j.soildyn.2017.03.011.
Ye, J., & Jiang, L. (2018). Simplified analytical model and shaking table test validation for seismic analysis of mid-rise cold-formed steel composite shear wall building. Sustainability (Switzerland), 10(9). https://doi.org/10.3390/su10093188.
Zhou, Y., Wang, H., Wen, R., Ren, Y., & Ji, K. (2020). Insights on nonlinear soil behavior and its variation with time at strong-motion stations during the Mw7.8 Kaikōura, New Zealand earthquake. Soil Dynamics and Earthquake Engineering, 136(29), 106215. https://doi.org/10.1016/j.soildyn.2020.106215.
Published
2020-06-28
How to Cite
HORE, Ripon et al.
Soil Zonation and The Shaking Table Test of The Embankment on Clayey Soil.
Geosfera Indonesia, [S.l.], v. 5, n. 2, p. 196-209, june 2020.
ISSN 2614-8528.
Available at: <https://jurnal.unej.ac.id/index.php/GEOSI/article/view/17873>. Date accessed: 13 nov. 2024.
doi: https://doi.org/10.19184/geosi.v5i2.17873.
Section
Original Research Articles
