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Flexural Response of Pile Foundation in Liquefiable Soil Using Finite-Difference Formulation Following Pseudostatic Approach

Published Online: 2020-05-24

Published Print: 2020-12

Authors

Sinha, Rahul https://orcid.org/0000-0002-8475-1180
Sarkar, Rajib https://orcid.org/0000-0002-7900-3890
Rajeswari, J. S.
Funding

Funding for this research was provided by:

Ministry of Earth Sciences (MoES/P.O.(Seismo)/1(303)/2017)
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Text and Data Mining valid from 2020-05-24

Version of Record valid from 2020-05-24
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Article History

Received: 31 December 2019

Accepted: 27 April 2020

First Online: 24 May 2020

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