Improving Engineering Properties of Soil for Seismic Resistance

Authors

  • Mihir Lal Research Scholar, School of Engineering & Technology ,Career Point University, Kota , Rajasthan Author
  • Dr. Ankit Saraswat Research Supervisor , School of Engineering & Technology ,Career Point University , Kota , Rajasthan Author
  • Dr. Md. Daniyal Research Supervisor , Lingayas University, Faridabad , Haryana Author

DOI:

https://doi.org/10.32628/IJSRCE26102

Keywords:

Liquefaction, Grouting, Geosynthetics, Seismic Susceptibility, Catastrophic

Abstract

Earthquakes pose substantial threats to buildings and infrastructures, human life, and economic stability, particularly in areas with susceptible soil conditions. Liquefaction of soil, lateral spreading, differential settlement, and amplification of seismic waves are amongst the most damaging geotechnical phenomena caused by seismic events. Soil improvement techniques have developed as important engineering solutions to improve the mechanical properties of soils and mitigate seismic hazards. This paper presents the fundamental principles, methodologies and applications of soil improvement. The advantages, and limitations of various soil improvement techniques employed for seismic risk reduction have been discussed. Importance is placed on ground densification, grouting, reinforcement, drainage enhancement, and innovative methods such as microbial-induced calcite precipitation (MICP) and geosynthetics. Case studies and current research findings are presented to validate the effectiveness of these techniques in practical seismic environments. The paper concludes with recommendations for combined site-specific approaches and future research directions.

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References

Kramer, S. L. (1996). Geotechnical Earthquake Engineering. Prentice Hall.

Mitchell, J. K., & Jafari, N. (2017). “Soil Improvement for Liquefaction Mitigation.” Proc. 19th ICSMGE, Seoul.

Bae, W., et al. (2020). “Performance of MICP-treated Sands under Cyclic Loading.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE.

Tokimatsu, K. (1995). “Liquefaction Remediation Techniques.” Proc. 1st Int. Conf. on Earthquake Geotechnical Engineering, Tokyo.

Stewart, J. P., et al. (2021). “Case Histories of Soil Improvement for Seismic Mitigation.” Earthquake Spectra.

Kataria, B., et al. (2026). Computer Device for Construction Site Monitoring and Contractor Coordination. UK Design No. 6429828. United Kingdom Intellectual Property Office. Granted January 6, 2026.

FHWA-NHI-05-037 (2006). Ground Improvement Methods Reference Manual. U.S. Department of Transportation.

Iai, S., et al. (2012). “Effective Stress Analysis of Liquefaction Remediation Using Stone Columns.” Soils and Foundations, JGS.

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Published

20-02-2026

Issue

Section

Research Articles

How to Cite

[1]
Mihir Lal, Dr. Ankit Saraswat, and Dr. Md. Daniyal, “Improving Engineering Properties of Soil for Seismic Resistance”, Int J Sci Res Civil Engg, vol. 10, no. 1, pp. 09–16, Feb. 2026, doi: 10.32628/IJSRCE26102.