Abstract
A simplified method termed Seed and Idris’s method is often used by practicing engineers for evaluating the liquefaction potential. However, in the last 3 decades, significant developments have been made in this area. In this paper, standard penetration test (SPT) based three different approaches reported in the literature to evaluate liquefaction potential have been reviewed. The liquefaction potential is analyzed using these approaches for the Roorkee region. The standard penetration test has been conducted at five different locations in the Roorkee region, consisted of recording the number of blows (N) and the collection of soil samples. Based on these data, the liquefaction potential is computed for an earthquake magnitude of 7.0 on the Richter scale and peak ground acceleration of 0.24 g. For these parameters, the safety factor against liquefaction is found out using three different approaches reported in the literature. The results from these three approaches are then compared. Moreover, the study is also carried out for the earthquake magnitude of 6.5 considering the seasonal variation in the groundwater table to show its effects on liquefaction susceptibility. The present study is quite helpful in understanding the development of SPT-based relations for liquefaction study.
References
Hamada M (1992) Large ground deformations and their effects on lifelines: 1964 Niigata earthquake case studies of liquefaction and lifelines performance during a past earthquake. Technical Report: NCEER-92-0001, Volume-1, Japanese case studies, National Centre for Earthquake Engineering Research. Buffalo, NY
Kramer SL (1996) Geotechnical earthquake engineering. Prentice Hall Inc, Upper Saddle River
Choudhary SS, Maheshwari BK, Kaynia AM (2010) Liquefaction resistance of solani sand under cyclic loads. Proc Indian Geotech Conf IIT Bombay 1:115–118
Maheshwari BK, Patel AK (2010) Effects of non-plastic silts on liquefaction potential of Solani sand. Geotech Geological Eng 28(5):559–566
Maheshwari BK, Singh HP, Saran S (2012) Effects of reinforcement on the liquefaction resistance of Solani sand. J Geotech Geoenviron Eng ASCE 138(7):831–840
Muley P, Maheshwari BK, Paul DK (2015) Effect of coir fiber on liquefaction resistance of solani sand. In: 6th International geotechnical symposium on disaster mitigation in special geoenvironmental conditions Chennai, India, pp 141–144
Tatsuoka F, Iwasaki T, Tokida K, Yasuda S, Hirose M, Imai T, Konno M (1980) Standard penetration tests and soil liquefaction potential evaluation. Soils Found 20(4):95–111
Tokimatsu K, Yoshimi Y (1983) Empirical correlation of soil liquefaction based on SPT N value and fines content. Soils Found 23(4):56–74
Youd TL, Idriss IM, Andrus RD, Arango I, Castro G, Christian JT, Dobry R, Finn WDL, Harder LF Jr, Hynes ME, Ishihara K, Koester JP, Liao SC, Marcuson WF III, Martin GR, Mitchell JK, Moriwaki Y, Power MS, Robertson PK, Seed RB, Stokoe KH II (2001) Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils. J Geotech Geoenviron Eng ASCE 127(10):817–833
Idriss IM, Boulanger RW (2006) Semi-empirical procedures for evaluating liquefaction potential during earthquakes. Soil Dyn Earthquake Eng 26:115–130
Seed HB, Tokimatsu K, Harder LF, Chung R (1985) Influence of SPT procedure in soil liquefaction resistance evaluation. J Geotech Eng ASCE 111(GT12):1425–1445
Seed HB, Idriss IM (1971) Simplified procedure for evaluating soil liquefaction potential. J Soil Mech Found Div ASCE 97(SM9):1249–1273
Cetin KO, Seed RB, Der Kiuregian A, Tokimatsu K, Harder LF, Kayen RE, Moss RES (2004) Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential. J Geotech Geoenviron Eng 130(12):1314–1340
Boulanger RW, Wilson DW, Idriss IM (2012) Examination and reevaluation of SPT based liquefaction triggering case histories. J Geotech Geoenviron Eng ASCE 138(8):898–909
Rao KS, Satyam DN (2007) Liquefaction studies for seismic microzonation of Delhi region. Curr Sci 92(5):646–654
Binu S, Hazarika PJ (2013) Assessment of liquefaction potential of Guwahati city: a case study. J Geotech Geol Eng 31(5):1437–1452
Kumar A, Anbazhagan P, Sitharam TG (2013) Liquefaction hazard mapping of Lucknow: a part of Indo-Gangetic Basin (IGB). Int J Geotech Earthq Eng 4(1):17–41
Anbazhagan P, Smitha CV, Abhishek K (2014) Representative seismic hazard map of Coimbatore, India. J Eng Geol 171:81–95
Muley P, Maheshwari BK, Paul DK (2015) Liquefaction potential of Roorkee region using field and laboratory tests. Int J Geosynth Ground Eng 1(4):37
Muley P, Maheshwari BK, Paul DK (2018) Assessment of liquefaction potential index for roorkee region. In: 16th Symposium on Earthquake Engineering, Indian Institute of Technology, Roorkee, December 20–22, India Paper ID 257
Reshma RP and Deepankar C (2017) Seismic liquefaction hazard-vulnerability analysis and mapping of existing important buildings of Mumbai city, India. In: Proc. 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul, pp 3319–3322
Nath SK, Nishtha S, Chitralekha G, Manik DA, Ambar-ish G, Ray SPS (2017) Earthquake induced liquefaction hazard, probability and risk assessment in the city of Kolkata, India: Its historical perspective and deterministic scenario. J Seismol 22(1):35–68
Kumar S, Srivastva T, Muley P (2019) Assessment of SPT-based liquefaction potential of Kalyani region, Kolkata, Indian Geotechnical Conference- GeoINDUS, SVNIT Surat, India., December 19–21, 2019
Naik SP, Patra NR (2018) Generation of liquefaction potential map for Kanpur city and Allahabad city of northern India: an attempt for liquefaction hazard assessment. J Geotech Geol Eng 36(1):293–305
Kandpal GC, Biju J, Joshi KC (2019) Geotechnical studies in relation to seismic microzonation of union territory of Chandigarh. J Geophys 13:75–83
Akhila M, Rangaswamy K and Sankar N (2019) Liquefaction susceptibility of central Kerala. J SN Appl Sci 1583:583
Singh A, Sahu G, Muley P, Syed NM, Jawaid SMA (2019) Liquefaction potential of Ramgarh Tal site in Gorakhpur region. Electron J Geotech Eng 24(4):1027–1042
Bandaru US, Godavarthi VRSR (2020) Seismic liquefaction potential assessment of Andhra Pradesh capital region. J Earth Syst Sci 129:144
Muley P, Maheshwari BK, Paul DK (2012) Effect of fines on liquefaction resistance of solani sand. In: 15th World Conference on Earthquake Engineering, Lisbon, Portugal
IS2131 (1981) Indian standard method for standard penetration test for soils. 3rd Reprint March-1997. Bureau of Indian Standards (BIS), New Delhi
IS 2720-Part 4 (1983) Methods of test for soils grain size analysis. Bureau of Indian Standards, New Delhi
IS 2720-Part 3 (1980) Methods of test for soils-determination of specific gravity. Bureau of Indian Standards, New Delhi
IS 2720-Part 14 (1986) Methods of test for soils-determination of density index (relative density) of cohesionless soils. Bureau of Indian Standards, New Delhi
Kirar B, Maheshwari BK (2018) Dynamic properties of soils at large strains in roorkee region using field and laboratory tests. Indian Geotech J 48(1):128
Kirar B, Maheshwari BK, Muley P (2016) Correlation between shear wave velocity (Vs) and SPT resistance (N) for Roorkee region. Int J Geosynth Ground Eng 2(1):9
IS 1893 (Part-1) (2002) Criteria for earthquake resistance design of structures: general provisions and buildings. Bureau of Indian Standards (BIS), New Delhi
Seed HB, Idriss IM (1982) Ground motions and soil liquefaction during earthquakes. Earthquake Eng Research Institute Monograph Oakland, California
Wang W (1979) Some findings in soil liquefaction. Water Conservancy and Hydroelectric Power Scientific Research Institute, Beijing
Marcuson WF III, Hynes ME, Franklin AG (1990) Evaluation and use of residual strength in seismic safety analysis of embankments. Earthq Spectra 6(3):529–572
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Muley, P., Maheshwari, B.K. & Kirar, B. Liquefaction Potential of Sites in Roorkee Region Using SPT-Based Methods. Int. J. of Geosynth. and Ground Eng. 8, 26 (2022). https://doi.org/10.1007/s40891-022-00374-2
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DOI: https://doi.org/10.1007/s40891-022-00374-2