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Influence of spatial variability of ground on seismic response analysis: a case study of Bangkok subsoils

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Abstract

The objective of this study was to observe the spatial variation in the geological subsoil condition on the seismic ground response of Bangkok subsoils during the remote 6.8 Mw Tarlay earthquake in 2011 in Northern Thailand. A simulation of random locations was initially performed to define the studied locations. The dynamic parameters, such as the soil index properties, shear modulus, and shear wave velocity, were determined from the subsurface modeling of Bangkok subsoils. Next-generation attenuation analysis was performed to define the input ground motion at each investigated site. Non-linear one-dimensional site response analysis was performed to investigate the surface ground motion, amplification factor, and spectral acceleration during short (0.2 s) and long (1 s) time periods. In general, it is important to consider the ground spatial variation in any seismic ground response analysis. The results show that Bangkok subsoils could magnify the seismic wave during an earthquake. For example, in the 2011 Tarlay earthquake, the magnification varied from two- to four-fold. The results from this study can be used to define the microzonation of the ground motion characteristic of Bangkok subsoils, such as the peak ground acceleration and the spectral acceleration, at short and long periods.

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References

  • Abrahamson N, Silva W (2008) Summary of the Abrahamson & Silva NGA ground-motion relations. Earthq Spectra 24(1):67–97. https://doi.org/10.1193/1.2924360

    Article  Google Scholar 

  • Ashford SA, Jakrapiyanun W, Lukkunaprasit P (2000) Amplification of earthquake ground motions in Bangkok. In: Proceedings of the 12th World Conference on Earthquake Engineering (12WCEE 2000), Auckland, New Zealand, 30 January–4 February 2000

  • Castelli F, Cavallaro A, Grasso S, Lentini V (2016) Seismic microzoning from synthetic ground motion earthquake scenarios parameters: the case study of the City of Catania (Italy). Soil Dyn Earthq Eng 88:307–327. https://doi.org/10.1016/j.soildyn.2016.07.010

    Article  Google Scholar 

  • Chheng C, Likitlersuang S (2018) Underground excavation behaviour in Bangkok using three-dimensional finite element method. Comput Geotech 95:68–81. https://doi.org/10.1016/j.compgeo.2017.09.016

    Article  Google Scholar 

  • Choi Y, Stewart JP (2005) Nonlinear site amplification as function of 30 m shear wave velocity. Earthq Spectra 21(1):1–30. https://doi.org/10.1193/1.1856535

    Article  Google Scholar 

  • Hashash YMA, Musgrove MI, Harmon JA, Groholski DR, Phillips CA, Park D (2016) DEEPSOIL 6.1, user manual. Board of Trustees of University of Illinois at Urbana-Champaign, Urbana, IL, USA

  • Hosseini SM, Pajouh MA, Hosseini F (2010) The limitations of equivalent linear site response analysis considering soil nonlinearity properties. In: Proceedings of the 5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, California, USA, 24–29 May 2010

  • Imai T (1982) Correlation of N-value with S-wave velocity and shear modulus. In: Proceedings of the 2nd European Symposium on Penetration Testing, Amsterdam, Netherlands, 24–27 May 1982

  • Jirasakjamroonsri A, Poovarodom N, Warnitchai P (2019) Seismic site characteristics of shallow sediments in the Bangkok Metropolitan Region, and their inherent relations. Bull Eng Geol Environ 78(3):1327–1343. https://doi.org/10.1007/s10064-017-1220-3

    Article  Google Scholar 

  • Likitlersuang S, Kyaw K (2010) A study of shear wave velocity correlations of Bangkok subsoil. Obras y Proyectos: Revista de Ingenieria Civil 7:27–33

    Google Scholar 

  • Likitlersuang S, Surarak C, Wanatowski D, Oh E, Balasubramaniam A (2013a) Finite element analysis of a deep excavation: a case study from the Bangkok MRT. Soils Found 53(5):756–773. https://doi.org/10.1016/j.sandf.2013.08.013

    Article  Google Scholar 

  • Likitlersuang S, Teachavorasinskun S, Surarak C, Oh E, Balasubramaniam A (2013b) Small strain stiffness and stiffness degradation curve of Bangkok clays. Soils Found 53(4):498–509. https://doi.org/10.1016/j.sandf.2013.06.003

    Article  Google Scholar 

  • Likitlersuang S, Surarak C, Suwansawat S, Wanatowski D, Oh E, Balasubramaniam A (2014) Simplified finite-element modelling for tunnelling-induced settlements. Geotech Res 1(4):133–152. https://doi.org/10.1680/gr.14.00016

    Article  Google Scholar 

  • Mase LZ, Likitlersuang S, Tobita T (2018a) Analysis of seismic ground response caused during strong earthquake in Northern Thailand. Soil Dyn Earthq Eng 114:113–126. https://doi.org/10.1016/j.soildyn.2018.07.006

    Article  Google Scholar 

  • Mase LZ, Likitlersuang S, Tobita T, Chaiprakaikeow S, Soralump S (2018b) Local site investigation of liquefied soils caused by earthquake in Northern Thailand. J Earthq Eng, pp 1–24. https://doi.org/10.1080/13632469.2018.1469441

  • Mase LZ, Likitlersuang S, Tobita T (2018c) Non-linear site response analysis of soil sites in Northern Thailand during the Mw 6.8 Tarlay earthquake. Eng J 22(3):291–303. https://doi.org/10.4186/ej.2018.22.3.291

    Article  Google Scholar 

  • National Earthquake Hazards Reduction Program (NEHRP) (1998) NEHRP recommended provisions for seismic regulations for new buildings and other structures. Part 1: provisions (FEMA 302) and Part 2: commentary

  • Ngamcharoen K (2016) Development of 3D geological modelling for Bangkok subsoils. Master’s thesis, Department of Civil Engineering, Chulalongkorn University, Bangkok, Thailand (in Thai)

  • Nguyen TS, Likitlersuang S (2019) Reliability analysis of unsaturated soil slope stability under infiltration considering hydraulic and shear strength parameters. Bull Eng Geol Environ, pp 1–17. https://doi.org/10.1007/s10064-019-01513-2

    Article  Google Scholar 

  • Nguyen TS, Likitlersuang S, Ohtsu H, Kitaoka T (2017) Influence of the spatial variability of shear strength parameters on rainfall induced landslides: a case study of sandstone slope in Japan. Arab J Geosci 10(16):369. https://doi.org/10.1007/s12517-017-3158-y

    Article  Google Scholar 

  • Nguyen TS, Likitlersuang S, Jotisankasa A (2018) Influence of the spatial variability of the root cohesion on a slope-scale stability model: a case study of residual soil slope in Thailand. Bull Eng Geol Environ, pp 1–15. https://doi.org/10.1007/s10064-018-1380-9

    Article  Google Scholar 

  • Ornthammarath T (2013) A note on the strong ground motion recorded during the Mw 6.8 earthquake in Myanmar on 24 March 2011. Bull Earthq Eng 11(1):241–254. https://doi.org/10.1007/s10518-012-9385-4

    Article  Google Scholar 

  • Ornthammarath T, Warnitchai P (2016) 5 May 2014 MW 6.1 Mae Lao (northern Thailand) earthquake: interpretations of recorded ground motion and structural damage. Earthq Spectra 32(2):1209–1238. https://doi.org/10.1193/081814EQS129M

    Article  Google Scholar 

  • Plengsiri P (2018) Influence of ground variation on site amplification factor of Bangkok subsoils. Master’s thesis, Department of Civil Engineering, Chulalongkorn University, Bangkok, Thailand (in Thai)

  • Poovarodom N, Jirasakjamroonsri A (2015) Investigation of long period amplifications in the Greater Bangkok basin by microtremor observations. In: Proceedings of the 10th Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Pacific, Sydney, Australia, 6–8 November 2015

  • Poovarodom N, Plalinyot N (2013) Site characterization in the greater Bangkok area by microtremor observations. J Earthq Eng 17(2):209–226. https://doi.org/10.1080/13632469.2012.707346

    Article  Google Scholar 

  • RockWare (2016) RockWorks 14 user manual. Rockware Geoscientific Software Consulting & Training, Golden, Colorado

    Google Scholar 

  • Ruangrassamee A, Ornthammarath T, Lukkunaprasit P (2012) Damage due to 24 March 2011 M6.8 Tarlay earthquake in Northern Thailand. In: Proceedings of the 15th World Conference on Earthquake Engineering, Lisboa, Portugal, 24–28 September 2012

  • Seed HB, Idriss IM (1970) Soil moduli and damping factors for dynamic response analyses. Report no. EERC 70-10. Earthquake Engineering Research Center, University of California, Berkeley, California

    Google Scholar 

  • Shibuya S, Tamrakar SB, Manakul W (2003) Geotechnical hazards in Bangkok—present and future. Lowland Technol Int 5(1):1–13

    Google Scholar 

  • Sinsakul S (2000) Late quaternary geology of the lower central plain, Thailand. J Asian Earth Sci 18(4):415–426

    Article  Google Scholar 

  • Soralump S, Feungaugsorn J (2013) Probabilistic analysis of liquefaction potential: the first eyewitness case in Thailand. In: Proceedings of the 18th National Convention on Civil Engineering in Thailand, Chiang Mai, Thailand, 8–10 May 2013

  • Surarak C, Likitlersuang S, Wanatowski D, Balasubramaniam A, Oh E, Guan H (2012) Stiffness and strength parameters for hardening soil model of soft and stiff Bangkok clays. Soils Found 52(4):682–697. https://doi.org/10.1016/j.sandf.2012.07.009

    Article  Google Scholar 

  • Suwanwiwattana P (2002) Bangkok subsoil properties by GRASS-GIS. Master’s thesis, Department of Civil Engineering, Kasetsart University. Bangkok, Thailand (in Thai)

  • Thai Design Seismic (TDS) (2009) Seismic design code of Thailand. Department of Public Works and Town & Country Planning, Ministry of Interior, Thailand (in Thai)

  • Thai Meteorological Department (TMD) (2015) Seismological bureau (earthquake data of March 24, 2011 earthquake). TMD, Bangkok, Thailand

    Google Scholar 

  • Tuladhar R, Yamazaki F, Warnitchai P, Saita J (2004) Seismic microzonation of the greater Bangkok area using microtremor observations. Earthq Eng Struct Dyn 33(2):211–225. https://doi.org/10.1002/eqe.345

    Article  Google Scholar 

  • Vucetic M, Dobry R (1991) Effect of soil plasticity on cyclic response. J Geotech Eng 117(1):89–107. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(89)

    Article  Google Scholar 

  • Warnitchai P, Sangarayakul C, Ashford SA (2000) Seismic hazard in Bangkok due to long-distance earthquakes. In: Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand, 30 January–4 February 2000

  • Yang J, Yan XR (2009) Factors affecting site response to multi-directional earthquake loading. Eng Geol 107(3–4):77–87. https://doi.org/10.1016/j.enggeo.2009.04.002

    Article  Google Scholar 

  • Zhang Y, Wu H, Cheng L (2012) Some new deformation formulas about variance and covariance. In: Proceedings of the 2012 International Conference on Modelling, Identification & Control (ICMIC), Wuhan, China, 24–26 June 2012

Download references

Acknowledgements

This research was supported by the Thailand Research Fund (grant no. DBG-6180004) and the Ratchadapisek Sompoch Endowment Fund (2019), Chulalongkorn University (762003-CC). The second author acknowledges the Civil Engineering Centennial Scholarship of Chulalongkorn University for supporting him during this study. The third author acknowledges the Ratchadapisek Sompot Fund (2018) for Postdoctoral Fellowship.

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Correspondence to Suched Likitlersuang.

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Likitlersuang, S., Plengsiri, P., Mase, L.Z. et al. Influence of spatial variability of ground on seismic response analysis: a case study of Bangkok subsoils. Bull Eng Geol Environ 79, 39–51 (2020). https://doi.org/10.1007/s10064-019-01560-9

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  • DOI: https://doi.org/10.1007/s10064-019-01560-9

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