Soil Structure Interaction of Integral Bridge Using Finite Element Method

R. Shreedhar, Associate Professor, Department of civil engineering, KLS Gogte Institute of Technology. Belgaum, Karnataka. Spurti Mamadapur, Assistant Professor, Department of civil engineering, S.G. Balekundri Institute of Technology, Belgaum, Karnataka.

Introduction

A type of bridge that is used extensively in road applications in particular is the integral abutment bridge (IAB). The concept of "integral abutment bridge" has recently become a topic of remarkable interest among bridge engineers, not only for newly built bridges but also during refurbishment processes. The system constituted by the substructure and the superstructure can achieve a composite action responding as a single structural unit. Integral bridges in simple words can be defined as bridges without joints. Integral bridges are characterized by monolithic connection between the deck and the substructure (piers and abutments). They span from one abutment, over intermediate support to the other abutment, without any joint in the deck.

Soil structure interaction for integral bridge.