A review on soil–structure interaction analysis of laterally loaded piles
Soil–structure interaction plays an important role in the behavior of structure under static or
dynamic loading. It influences the behavior of soil, as well as the response of pile under …
dynamic loading. It influences the behavior of soil, as well as the response of pile under …
Nonlinear soil–abutment–bridge structure interaction for seismic performance-based design
A Shamsabadi, KM Rollins… - Journal of geotechnical …, 2007 - ascelibrary.org
Current seismic design of bridges is based on a displacement performance philosophy
using nonlinear static pushover analysis. This type of bridge design necessitates that the …
using nonlinear static pushover analysis. This type of bridge design necessitates that the …
Behavior of pile foundations in laterally spreading ground during centrifuge tests
Eight dynamic model tests were performed on a 9 m radius centrifuge to study the behavior
of single piles and pile groups in liquefiable and laterally spreading ground. Pile diameters …
of single piles and pile groups in liquefiable and laterally spreading ground. Pile diameters …
Pile foundations: Experimental investigations, analysis and design
Selected topics in the field of pile foundations are addressed. The effects of the installation
technique on the bearing capacity and the load-settlement response of a single pile are …
technique on the bearing capacity and the load-settlement response of a single pile are …
[BOOK][B] Piles and pile foundations
C Viggiani, A Mandolini, G Russo - 2014 - books.google.com
Emerging research has led to substantial developments in analysis of pile groups and piled
rafts, as well as clarification of mechanisms involved in interactions between piles, soil, and …
rafts, as well as clarification of mechanisms involved in interactions between piles, soil, and …
Measured and computed lateral response of a pile group in sand
KM Rollins, JD Lane, TM Gerber - Journal of Geotechnical and …, 2005 - ascelibrary.org
A lateral load test was performed on a full-scale pile group to evaluate pile–soil–pile
interaction effects. The 3× 3 pile group at 3.3 pile diameter spacing was driven opened …
interaction effects. The 3× 3 pile group at 3.3 pile diameter spacing was driven opened …
Interpretation from large-scale shake table tests on piles undergoing lateral spreading in liquefied soils
Results from a benchmark test on full-scale piles are used to investigate the response of
piles to lateral spreading. In the experiment, two single piles, a relatively flexible pile that …
piles to lateral spreading. In the experiment, two single piles, a relatively flexible pile that …
[PDF][PDF] Piled raft foundations for tall buildings
HG Poulos, JC Small, H Chow - … Engineering Journal of the SEAGS & …, 2011 - academia.edu
Piled raft foundations are increasingly being recognised as an economical and effective
foundation system for tall buildings. This paper sets out some principles of design for such …
foundation system for tall buildings. This paper sets out some principles of design for such …
Group reduction factors for analysis of laterally loaded pile groups
MS Fayyazi, M Taiebat… - Canadian geotechnical …, 2014 - cdnsciencepub.com
The lateral response of piles embedded in soil is typically analyzed using the beam on
nonlinear Winkler springs approach, in which soil–pile interaction is modeled by nonlinear p …
nonlinear Winkler springs approach, in which soil–pile interaction is modeled by nonlinear p …
Lateral performance of full-scale bridge abutment wall with granular backfill
Bridge abutments typically contain a backwall element that is designed to break free of its
base support when struck by a bridge deck during an earthquake event and push into the …
base support when struck by a bridge deck during an earthquake event and push into the …