Skip to main content
Log in

Site response assessment at the city of Al Khobar, eastern Saudi Arabia, from microtremor and borehole data

  • Original Paper
  • Published:
Arabian Journal of Geosciences Aims and scope Submit manuscript

Abstract

Al Khobar City is affected by distant earthquakes from the Zagros fold-fault belt, which is part of the subduction zone between the Arabian and Eurasian plates. These earthquakes have generated substantial site effects on the sedimentary layers, which in turn significantly influence earthquake ground motions in the area. Mapping of site response using microtremor measurements compared with geological and borehole data from Al Khobar City is the main objective of this work. The resonance frequency and the corresponding horizontal-to-vertical (H/V) ratio values have been calculated using the Nakamura technique on data from seismograph instruments deployed at 113 sites in Al Khobar City for different time periods. The recording length was about 1 h with a sampling frequency of 100 Hz. Most of the measured sites present three peaks of resonance frequency; the first peak ranges from 0.33 to 1.03 Hz, the second peak ranges from 1.03 to 1.23 Hz, while the third one ranges from 1.23 to 1.73 Hz. Tests have been conducted to ensure that these peaks are of natural origin The northern zones of Al Khobar City have lower resonance frequency values, indicating great sediment thickness. In contrast, the southern parts of the city have higher resonance frequency values, suggesting shallow bedrock depths. Furthermore, 29 geotechnical boreholes have been drilled to different depths in Al Khobar City. Standard penetration test (SPT) data has been corrected and used to calculate the resonance frequency at their locations. The borehole results showed that the resonance frequency values range from 0.27 to 1.95 Hz. These results are well correlated with those from the microtremor measurements. Accordingly, the first peak has been interpreted as being due to the impedance contrast between the limestone bedrock and the overlying sediments, while the third peak originates from a boundary between the uppermost surface layer and the underlying sediments.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12

Similar content being viewed by others

References

  • Al-Amri A, Rodgers A, Al-khalifah T (2008) Improving the level of seismic hazard parameter in Saudi Arabia using earthquake location. Arab J Geosci 1:1–15. doi:10.1007/s12517-008- 0001-5

    Article  Google Scholar 

  • Al-Malki M, Fnais M, Al-Amri A, Abdelrahman K (2014) Estimation of fundamental frequency in Dammam City. Eastern Saudi Arabia Arab J Geosci. doi:10.1007/s12517-014-1337-7

    Google Scholar 

  • Al-Sayari SS, Zoetl JG (eds) (1978) Quaternary period in Saudi Arabia. 1. Sedimentological, hydrogeological hydrochemical, geomorphological and climatological investigations in central and eastern Saudi Arabia. Springer- Verlag, Vienna

  • Al-Shaabi SF (2004) Induced seismicity at Ghawar hydrocarbon reservoir, eastern Saudi Arabia. Ann Geol Surv Egypt V(XXVII):335–342

    Google Scholar 

  • Ambraseys A (1988) Seismicity of Saudi Arabia and adjacent areas. Report 88/11, ESEE, Imperial Coll. Sci. Tech., 88/11, London, U.K

  • Anderson JG, Lee Y, Zeng Y, Day S (1996) Control of strong motion by the upper 30 meters. Bull Seismol Soc Am 86(6):1749–1759

    Google Scholar 

  • Bard PY, Tucker BE (1985) Underground and ridge and site effects: comparison of observation and theory. Bull Seismol Soc Am 75:905–922

    Google Scholar 

  • Bard PY (2000) International training course on: seismology, seismic data analysis, hazard assessment and risk mitigation, Potsdam, Germany, 01 October to 05 November 2000

  • Bard PY, SESAME-Team (2005) Guidelines for the implementation of the H/V spectral ratio technique on ambient vibrations—measurements, processing and interpretations. SESAME European research project EVG1-CT-2000-00026 D23.12. Available online at http://sesame-fp5.obs.ujf-grenoble.fr.

  • Boore DM, Fumal TEJWB (1993) Estimation of response spectra and peak acceleration from western North American earthquakes: an interim report. US Geol Surv Open-File Rep 93–509:72

    Google Scholar 

  • Boore DM (2004) Estimating Vs30 (or NEHRP site classes) from shallow velocity models (depths < 30 m). BSSA 94:591–597

    Google Scholar 

  • Borcherdt R, Glassmoyer G (1992) On the characteristics of local geology and their influence on the ground motions generated by the Loma Prieta earthquake in the San Francisco bay region, California. Bull Seismol Soc Am 82:603–641

    Google Scholar 

  • Borcherdt RD (1994) Estimates of site-dependent response spectra for design (methodology and justification). Earthquake Spectra 10:617–653

    Article  Google Scholar 

  • Borcherdt RD, Glassmoyer G (1994) Influences of local geology on strong and weak ground motions in the San Francisco Bay region and their implications for site-specific building-code provisions. In: Borcherdt, R.D. (ed.): The Loma Prieta, California, earthquake of 17 October 1989—strong ground motion. US Geological Survey Prof. Pap. 1551-A-:77–108

  • Doherty R, Borcherdt RD, Crouse CB, Idriss IM, Joyner WB, Martin GR, Power MS, Rinne EE, Seed RB (2000) New site coefficients and site classification system used in recent building seismic code provisions. Earthquake Spectra 16:41–67

    Article  Google Scholar 

  • Duval AM, Chatelain JL, Guillier B, SESAME Project WP02 Team (2004) Influence of experimental conditions on H/V determination using ambient vibrations (noise). Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, August 2004, paper # 306

  • Field EH, Jacob KH (1995) A comparison and test of various site-response estimation techniques, including three that are not reference-site dependent. Bull Seismol Soc Am 85:1127–1143

    Google Scholar 

  • Fnais MS, Hassanein KA-R, Al-Amri AM (2010) Microtremor measurements in Yanbu city of western Saudi Arabia: a tool of seismic microzonation. J King Saud Univ- Sci (ElSEVIER). doi:10.1016/j.jksus.2010.02.006

    Google Scholar 

  • Jackson JA, Fitch T (1981) Basement faulting and the focal depths of the larger earthquakes in the Zagros Mountains (Iran). Geophys J R Astron Soc 64:562–586

    Google Scholar 

  • Joyner WB, Fumal TE (1984) Use of measured shear-wave velocity for predicting geologic and site effects on strong ground motion. Proc 8th world Conf Earthquake Eng 2:777–784

    Google Scholar 

  • Konno K, Ohmachi T (1998) Ground-motion characteristics estimated from spectral ratio between horizontal and vertical components of microtremors. Bull Seismol Soc Am 88:228–241

    Google Scholar 

  • Lachet C, Bard PY (1994) Numerical and theoretical investigations on the possibilities and limitations of the Nakamura’s technique. J Phys Earth 42:377–397

    Article  Google Scholar 

  • Malagnini L, Tricarico P, Rovelli A, Herrmann RB, Opice S, Biella G, de Franco R (1996) Explosion, earthquake, and ambient noise recording in a Pliocene sediment-filled valley: inferences on seismic response properties by reference- and non-reference-site techniques. Bull Seismol Soc Am 86:670–682

    Google Scholar 

  • Mucciarelli M (1998) Reliability and applicability of Nakamura’s technique using microtremors: an experimental approach. J Earthq Eng 4:625–638

    Google Scholar 

  • Mucciarelli M, Contri P, Monachesi G, Calvano G (1998) Towards an empirical method to instrumentally assess the seismic vulnerability of existing buildings. Proceedings of Conference on Disaster Mitigation and Information Technology, London

    Google Scholar 

  • Nakamura Y (1989) A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface. QR of RTRI 30(1):25–33

    Google Scholar 

  • Nakamura Y (1996) Real-time information systems for hazards mitigation. Proceedings of the 11th World Conference on Earthquake Engineering, Acapulco, Mexico

  • Park S, Elrick S (1998) Predictions of shear wave velocities in southern California using surface geology. Bull Seismol Soc Am 88:677–685

    Google Scholar 

  • Parolai S, Bormann P, Milkereit C (2006) Measurements of the fundamental resonance frequency of the sedimentary cover in the Cologne area: contribution to the seismic microzonation. Ergeb Dtsch Forschung Naturkat 301–305

  • Powers LF, Ramirez LF, Redmond CD, Elberg EL (1963) Geology of the Arabian Peninsula—sedimentary geology of Saudi Arabia. ARAMCO-USGS, 147 p

  • Safak E (1997) Models and methods to characterize site amplification from a pair of records. Earthquake Spectra 13:97–129

    Article  Google Scholar 

  • Skempton AW (1986) Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, aging and overconsolidation. Geotechnique 36(3):425–447

    Article  Google Scholar 

  • Wakamatsu K, Yasui Y (1996) Possibility of estimation for amplification characteristics of soil deposits based on ratio of horizontal to vertical spectra of microtremors. Proceedings of the 11th World Conference on Earthquake Engineering Acapulco. Mexico. Geophys Prospect 30:55–70

    Google Scholar 

Download references

Acknowledgments

This project was funded by the National Plan for Science, Technology and Innovation (MAARIFAH), King Abdulaziz City for Science and Technology, Kingdom of Saudi Arabia, Award Number (08-SPA239-2).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Kamal Abdelrahman.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Alharbi, M., Fnais, M., Al-Amri, A. et al. Site response assessment at the city of Al Khobar, eastern Saudi Arabia, from microtremor and borehole data. Arab J Geosci 8, 10015–10030 (2015). https://doi.org/10.1007/s12517-015-1890-8

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12517-015-1890-8

Keywords

Navigation