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Please use this identifier to cite or link to this item: http://idr.iitbbs.ac.in/jspui/handle/2008/871
Title: Effect of raft and pile stiffness on seismic response of soil-piled raft-structure system
Authors: Saha R.
Dutta S.C.
Haldar S.
Keywords: Column shear
Flexibility of piles
Pile shear
Pile-raft-structure interaction
Raft flexibility
Seismic base shear
Issue Date: 2015
Citation: 7
Abstract: Soil-pile raft-structure interaction is recognized as a significant phenomenon which influences the seismic behaviour of structures. Soil structure interaction (SSI) has been extensively used to analyze the response of superstructure and piled raft through various modelling and analysis techniques. Major drawback of previous study is that overall interaction among entire soil-pile raft-superstructure system considering highlighting the change in design forces of various components in structure has not been explicitly addressed. A recent study addressed this issue in a broad sense, exhibiting the possibility of increase in pile shear due to SSI. However, in this context, relative stiffness of raft and that of pile with respect to soil and length of pile plays an important role in regulating this effect. In this paper, effect of relative stiffness of piled raft and soil along with other parameters is studied using a simplified model incorporating pile-soil raft and superstructure interaction in very soft, soft and moderately stiff soil. It is observed that pile head shear may significantly increase if the relative stiffness of raft and pile increases and furthermore stiffer pile group has a stronger effect. Outcome of this study may provide insight towards the rational seismic design of piles. � 2015 Techno-Press, Ltd.
URI: http://dx.doi.org/10.12989/sem.2015.55.1.161
http://10.10.32.48:8080/jspui/handle/2008/871
Appears in Collections:Research Publications

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