Journal ArticleDOI
Design method of piled-raft foundations under vertical load considering interaction effects
TLDR
In this article, the authors proposed a design method considering interaction effects for a piled raft foundation, where the raft is considered as a plate supported by a group of piles and soil, and the ultimate load capacity of the pile group is taken into account in calculating the settlement when the foundation is subjected to a large vertical external load.About:
This article is published in Computers and Geotechnics.The article was published on 2013-01-01. It has received 89 citations till now. The article focuses on the topics: Centrifuge & Ultimate load.read more
Citations
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Journal ArticleDOI
Influence of Size and Load-Bearing Mechanism of Piles on Seismic Performance of Buildings Considering Soil–Pile–Structure Interaction
Journal ArticleDOI
Influence of Foundation Type on Seismic Performance of Buildings Considering Soil–Structure Interaction
Aslan S. Hokmabadi,Behzad Fatahi +1 more
TL;DR: In this article, a 3D numerical model of a 15-storey full-scale (prototype) structure was simulated with four different types of foundations: (i) a fixed-based structure that excludes the soil-structure interaction (SSI), (ii) a structure supported by a shallow foundation, (iii) a structural support supported by the pile-raft foundation in soft soil and (iv) a floating (frictiona...
Journal ArticleDOI
The effects of foundation size on the seismic performance of buildings considering the soil-foundation-structure interaction
TL;DR: In this article, the influence of shallow foundations on the seismic response of a mid-rise moment resisting building is investigated using ABAQUS software, where a fifteen-storey moment resisting frame sitting on shallow footings with different sizes was simulated numerically using a nonlinear time history dynamic analysis.
Journal ArticleDOI
Parametric study for optimal design of large piled raft foundations on sand
TL;DR: In this paper, the authors proposed a framework for considering an economical design methodology in which piles are placed more densely beneath the column positions when the piled raft is subjected to column loads. But this increase does not satisfy the requirement for economical design.
References
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Book
Pile Foundation Analysis and Design
Harry G. Poulos,E.H. Davis +1 more
TL;DR: In this paper, the authors present a consistent theoretical approach to the prediction of pile deformation and load capacity, and present parametric solutions for a wide range of cases, demonstrating how such solutions can be used for design purposes, and review the applicability of these approaches to practical problems.
Journal ArticleDOI
Piled raft foundations: design and applications
TL;DR: In this paper, the authors discuss the philosophy of using piles as settlement reducers and the conditions under which such an approach may be successful and some of the characteristics of piled raft behavior are described.
Reference BookDOI
Geotechnical Centrifuge Technology
TL;DR: A N Schofield Geotechnical centrifuges: past, present and future - Dr W H Craig Centrifuge modelling: practical considerations - R N Taylor Retaining walls and soil-structure interaction - W Powrie Buried structures and underground excavations as mentioned in this paper.
Journal ArticleDOI
Pile behaviour - theory and application
TL;DR: In this paper, a classification system is suggested for pile analysis and design procedures, based on the rigour of the underlying theory, and a number of the analyses in use have a common underlying theoretical basis founded on the boundary element method.