Journal ArticleDOI
Seismic Response Characteristics of a Piled Raft in Clay
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In this paper, the authors presented a study on three-dimensional seismic soil-structure interaction analysis of a piled-raft (PR) foundation in clay by the substructure approach.Abstract:
This paper presents a study on three-dimensional seismic soil–structure interaction analysis of a piled-raft (PR) foundation in clay by the substructure approach. Two different pile modeling techni...read more
References
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Journal ArticleDOI
Soil-pile-bridge seismic interaction : Kinematic and inertial effects. Part I: Soft soil
TL;DR: In this article, a substructuring method has been implemented for the seismic analysis of bridge piers founded on vertical piles and pile groups in multi-layered soil, which reproduces semi-analytically both the kinematic and inertial soil-structure interaction, in a simple realistic way.
Journal Article
Discussion of "Kinematic Seismic Response of Single Piles and Pile Groups"
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Kinematic Seismic Response of Single Piles and Pile Groups
TL;DR: In this article, a set of dimensionless graphs that could be readily utilized in practical applications is presented, and a comparative study of these graphs leads to interesting conclusions that may contribute towards an improved appreciation of the nature of seismic pile-soil-pile interaction.
Journal ArticleDOI
Time domain simulation of soil-foundation-structure interaction in non-uniform soils
TL;DR: In this article, the influence of non-uniform soil conditions on a concrete bridge with three bents (four span) where soil beneath bridge bents are varied between stiff sands and soft clay is investigated.