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Seismic Response Study on Kaswati Dam

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Recent Advances in Earthquake Engineering

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 175))

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Abstract

Bhuj earthquake of January 26, 2001, caused damage to all the dams present within a 50 km radius of the epicentre of the earthquake. There were about 19 small to medium sized dams of 10–25 m height in that region. Most of these dams suffered considerable damage from longitudinal cracks at the crest to failure of upstream and downstream slopes. It is always a good idea to analyze the failed geotechnical structures numerically and identify the reasons for failure, especially when subjected to an earthquake. Failure of Earthen Dams attracts more attention as these are important and classical geotechnical structures. Kaswati dam in the Kutch region suffered severe damage during the Bhuj earthquake. This paper attempts to study the performance of the Kaswati dam during the Bhuj earthquake numerically. For this purpose, PLAXIS 2D, a Finite Element software in Plane Strain idealization is used. The model dam is subjected to a seismic force similar to that hit Gujarat in 2001, and the response in the form of accelerations and pore water pressure changes at different locations are arrived at. It has been observed that the model dam suffered considerable damage indicating that the numerical model can reasonably predict the actual behaviour in the field.

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Ghosh, B., Prasad, S.K. (2022). Seismic Response Study on Kaswati Dam. In: Kolathayar, S., Chian, S.C. (eds) Recent Advances in Earthquake Engineering . Lecture Notes in Civil Engineering, vol 175. Springer, Singapore. https://doi.org/10.1007/978-981-16-4617-1_22

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  • DOI: https://doi.org/10.1007/978-981-16-4617-1_22

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-16-4616-4

  • Online ISBN: 978-981-16-4617-1

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