Steady-state response of flexible combined pile-raft foundation under dynamic loading

Author:

Bhaduri Aniruddha,Choudhury DeepankarORCID

Funder

Board of Research in Nuclear Sciences

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference44 articles.

1. A case study of damages of the Kandla Port and Customs Office tower supported on a mat–pile foundation in liquefied soils under the 2001 Bhuj earthquake;Dash;Soil Dynam Earthq Eng,2009

2. Foundation systems for high-rise structures;Katzenbach,2016

3. Sustainable foundation solutions for industrial structures under earthquake conditions - theory to practice;Choudhury,2019

4. Estimation of the response of piled raft using nonlinear soil and interface model;Patil;Int J Geotech Eng,2020

5. Three-dimensional soil–foundation–superstructure interaction analysis of nuclear building supported by combined piled–raft system;Patil;Int J GeoMech,2021

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