Earthquakes and Structures

Volume 10, Number 4, 2016, pages 829-847

DOI: 10.12989/eas.2016.10.4.829

Seismic base isolation for structures using river sand

S.J. Patil, G.R. Reddy, R. Shivshankar, Ramesh Babu, B.R. Jayalekshmi and Binu Kumar

Abstract

Generally seismic isolation is achieved by supporting the structure on laminated rubber bearings, friction pendulum bearings, roller bearings etc. Very little work has been performed using soil as a base isolation media. Experiments and analytical work has been performed on a structural model with isolated footing and found encouraging results. Details of this work are presented in this paper.

Key Words

isolated footings; natural seismic base isolation; modulus reduction; IS 1893

Address

S.J. Patil: Heavy Water Board, Mumbai, India G.R. Reddy, Binu Kumar: BARC & HBNI, Mumbai, India R. Shivshankar, B.R. Jayalekshmi: NITK, Suratkal, India Ramesh Babu: CPRI, Banglore, India