Abstract
Shear wave velocity is the most widely used parameter for microzonation studies, site characterization, groundwater engineering, and environmental studies. Field techniques for the measurement of shear wave velocity are generally not economically viable due to deficiency of skillful personnel or unavailability of equipment. The importance of this study is to develop the empirical correlation between standard penetration resistance value (SPT-N) and shear wave velocity (Vs), for Allahabad, U.P, from the existing correlation developed for other cities of India for all soil condition using regression analysis. In this study 83 borehole data is used to calculate the average shear wave velocity (Vs) for Allahabad city at depths of 1.5, 3, 4.5, 15, and 30 for all soil condition. Also average shear wave velocity map for 30 m depth has been plotted and is used to classify the study area as per IBC-2009 (International Building Code). Results show most of the sites fall under C and D category representing soil conditions.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Haloi J, Sil A (2015) Seismic site classification of a bridge site over River Barak on Silchar bypass road. Int J Advanced Earth Sci Eng 4(1):275
Housner GW (1989) Competing against time, Report to Governor Deukmejian of California, Governor’s Board of Inquiry on the (1989) Loma Prieta Earthquake
Kramer SL (1996) Geotechnical earthquake engineering. Prentice Hall, New York
Mert T, Elmon T, Ural DN (2015) A comparative study of soil classifications using international approaches. In SECED Conference: Earthquake risk and engineering towards a resilient world
Hanumantharao C, Ramana GV (2008) Dynamic soil properties for microzonation of Delhi, India. J Earth Syst Sci 117(2):719–730
Maheswari RU, Boominathan A, Dodagoudar GR (2010) Seismic site classification and site period mapping of Chennai City using geophysical and geotechnical data. J Appl Geophys 72(3):152–168
Anbazhagan P, Sitharam TG (2008) Mapping of average shear wave velocity for Bangalore region: a case study. J Environ Eng Geophys 13(2):69–84
Sil A, Sitharam TG (2014) Dynamic site characterization and correlation of shear wave velocity with standard penetration test ‘N’ values for the city of Agartala, Tripura state, India. Pure Appl Geophys 171(8):1859–1876
Anbazhagan P, Kumar A, Sitharam TG (2013) Seismic site classification and correlation between standard penetration test N value and shear wave velocity for Lucknow City in Indo-Gangetic Basin. Pure Appl Geophys 170(3):299–318
Thaker TP, Rao KS (2011) Development of statistical correlations between shear wave velocity and penetration resistance using MASW technique. In: Pan-am CGS geotechnical conference, Delhi, India
Kirar B, Maheshwari BK, Muley P (2016) Correlation between shear wave velocity (vs) and SPT resistance (N) for Roorkee region. Int J Geosynth Gr Eng 2(1):9
Chatterjee K, Choudhury D (2013) Variations in shear wave velocity and soil site class in Kolkata city using regression and sensitivity analysis. Nat Hazards 69(3):2057–2082
Mhaske SY, Choudhury D (2011) Geospatial contour mapping of shear wave velocity for Mumbai city. Nat Hazards 59(1):317–327
IS 1893 (2016) Indian standard criteria for earthquake resistant design of structures, part 1—general provisions and buildings, Bureau of Indian Standards, New Delhi
Martin S, Szeliga W (2010) A catalog of felt intensity data for 570 earthquakes in India from 1636 to 2009. Bull Seismol Soc Am 100(2):562–569
Singh SK, Garcia D, Pacheco JF, Valenzuela R, Bansal BK, Dattatrayam RS (2004) Q of the Indian shield. Bull Seismol Soc Am 94(4):1564–1570
Dasgupta et al (2000) Seismotectonic atlas of India and its environs. Geological Survey of India, Kolkata
Kayal JR (2008) Microearthquake seismology and seismotectonics of South Asia, 1st edn. Springer, Berlin
Thakur VC (2004) Active tectonics of Himalayan frontal thrust and seismic hazard to Ganga Plain. Curr Sci 86(11):1554–1560
Nadeshda TNN (2004) Lucknow is on earthquake list. Times of India. http://timesofindia.indiatimes.com/city/lucknow/Lucknow-isonearthquakelist/articleshow/679471.cms. Accessed 17 June 2018
Boore DM (2004) Estimating Vs (30) (or NEHRP site classes) from shallow velocity models (depths < 30 m). Bull Seismol Soc Am 94:591–597
IBC (2009) International building code, International code council
Seed HB, Idriss IM (1981) Evaluation of liquefaction potential sand deposits based on observation of performance in previous earthquakes. In: ASCE national convention (MO), pp 481–544
Ohsaki Y, Iwasaki R (1973) On dynamic shear moduli and Poisson’s ratios of soil deposits. Soils Found 13(4):61–73
JRA (Japan Road Association, 1980) Specification for Highway bridges. Part V, Earthquake Resistant design
Tripathi JN, Asharaf S, Singh VB (2011) Shallow seismic refraction survey in Allahabad city (UP), India. Proc Natl Acad Sci India Sect A-Phys Sci 81:245–258
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Singh, M., Duggal, S.K., Pallav, K., Sharma, K.K. (2020). Correlation of Shear Wave Velocity with Standard Penetration Resistance Value for Allahabad City. In: Prashant, A., Sachan, A., Desai, C. (eds) Advances in Computer Methods and Geomechanics . Lecture Notes in Civil Engineering, vol 56. Springer, Singapore. https://doi.org/10.1007/978-981-15-0890-5_39
Download citation
DOI: https://doi.org/10.1007/978-981-15-0890-5_39
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-15-0889-9
Online ISBN: 978-981-15-0890-5
eBook Packages: EngineeringEngineering (R0)