Journal ArticleDOI
Three-dimensional numerical analysis on seismic behavior of soil-piled raft-structure system
Reads0
Chats0
TLDR
In this paper, the authors investigated the seismic behavior of piled raft foundation supporting structural system embedded in very soft clay encompassing variations of different influential parameters, such as flexibility of raft, pile spacing to diameter ratios, and asymmetry in pile length.About:
This article is published in Structures.The article was published on 2020-12-01. It has received 13 citations till now. The article focuses on the topics: Pile.read more
Citations
More filters
Journal ArticleDOI
Development of Lateral Capacity-Based Envelopes of Piled Raft Foundation under Combined V-M-H Loading
TL;DR: Combined piled raft foundation (CPRF) is an effective solution for supporting high-rise constructions as discussed by the authors. But the traditional design philosophy of CPRF does not consider the capacity of foundatio...
Journal ArticleDOI
Influence of soil flexibility and plan asymmetry on seismic behaviour of soil-piled raft-structure system
TL;DR: In this article, a new seismic design guideline for asymmetric single and multi-storied structure supported on combined piled raft foundations (CPRF) embedded in soft clay is proposed.
Journal ArticleDOI
The role of soil in structure response of a building damaged by the 26 December 2018 earthquake in Italy
TL;DR: In this article , a set of finite element method (FEM) analyses on a fully-coupled soil-structure system for a reinforced concrete building located in Fleri (Catania, Italy).
Journal ArticleDOI
Effect of soil-pile-structure interaction on seismic behaviour of nuclear power station via shaking table tests
TL;DR: In this paper, a series of shaking table tests were performed to better understand the characteristics of the seismic response of nuclear power stations with fixed-base and pile-raft foundations, and the effects of earthquake intensity, earthquake frequency, soil-pile-structure interaction, and soil nonlinearity on the system dynamic responses were analyzed.
Journal ArticleDOI
Experimental investigation on assessment of lateral strength of earthen wall blocks in adobe houses
Bipul Sen,Ayan Saha,Rajib Saha +2 more
TL;DR: In this article, the influence of locally available reinforcing materials such as jute, lime, cement, and bamboo, respectively on the shear strength response of model soil blocks was investigated and a unidirectional shake table test was also performed on model scaled unreinforced and bamboo reinforced earthen houses to verify the improvement observed in the direct shear tests.
References
More filters
Book
Foundation analysis and design
TL;DR: In this paper, Fondation de soutenagement et al. presented a reference record for Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08.
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.
Journal ArticleDOI
Dynamic pile‐soil‐pile interaction. Part II: Lateral and seismic response
Nicos Makris,George Gazetas +1 more
TL;DR: In this article, a simplified three-step procedure is proposed for estimating the dynamic interaction between two vertical piles, subjected either to lateral pile-head loading or to vertically-propagating seismic S-waves.
Journal ArticleDOI
Horizontal Response of Piles in Layered Soils
George Gazetas,Ricardo Dobry +1 more
TL;DR: In this article, an inexpensive and realistic procedure is developed for estimating the lateral dynamic stiffness and damping of flexible piles embedded in arbitrarily layered soil deposits, where material and radiation damping due to waves emanating at different depths from the pile-soil interface are rationally taken into account; the overall equivalent damping at the top of the pile is then obtained as a function of frequency by means of a suitable energy relationship.