Add to ORKGConference ABSTRACT: Behaviour of piles in liquefied soils is discussed based on results of recent studies in Japan including (a) field performance and damage features of piles observed in the 1995 Kobe earthquake, (b) experimental findings from benchmark tests on full-size piles, and (c) simplified design methodology for piles undergoing lateral spreading. Particular attention is given to the effects of large lateral displacements of liquefied soils and their modelling in a simplified analysis of piles.
This paper describes results and analysis of shaking table tests on a prototype-scale soil-pile mode...
During the 1995 Kobe earthquake widespread liquefaction occured in fill deposits of man-made islands...
Pile foundations have suffered extensive damage in liquefiable soils during earthquakes around the w...
The behaviour of piles in liquefied soils is discussed based on results of recent studies in Japan i...
STATE-OF-THE-ART PAPERA well-documented case study from the 1995 Kobe earthquake highlighting the pe...
The behavior of piles in seismic areas is significantly affected if the soil liquefies. The strength...
Soil liquefaction has caused major damage to pile foundations in many previous earthquakes. Pile fou...
A general picture of the current state of the art and the emerging technology for dealing effectivel...
The lateral spreading of the ground due to liquefaction during earthquakes may considerably damage t...
Pile foundations have suffered extensive damage in liquefiable soils during earthquakes around the w...
Analysis of pile foundations for earthquake loads requires the consideration of inertial loads that ...
Abstract: Soil liquefaction is one of the major factors affecting the behavior of piles founded in s...
Saturated soils, particularly cohesionless soils, may liquefy when subjected to earthquake excitatio...
The paper reviews the failure mechanism of pile-supported structures in liquefiable soil during eart...
Unsatisfactory performance of pile supported structures in liquefiable areas (ranging from tilting/s...
This paper describes results and analysis of shaking table tests on a prototype-scale soil-pile mode...
During the 1995 Kobe earthquake widespread liquefaction occured in fill deposits of man-made islands...
Pile foundations have suffered extensive damage in liquefiable soils during earthquakes around the w...
The behaviour of piles in liquefied soils is discussed based on results of recent studies in Japan i...
STATE-OF-THE-ART PAPERA well-documented case study from the 1995 Kobe earthquake highlighting the pe...
The behavior of piles in seismic areas is significantly affected if the soil liquefies. The strength...
Soil liquefaction has caused major damage to pile foundations in many previous earthquakes. Pile fou...
A general picture of the current state of the art and the emerging technology for dealing effectivel...
The lateral spreading of the ground due to liquefaction during earthquakes may considerably damage t...
Pile foundations have suffered extensive damage in liquefiable soils during earthquakes around the w...
Analysis of pile foundations for earthquake loads requires the consideration of inertial loads that ...
Abstract: Soil liquefaction is one of the major factors affecting the behavior of piles founded in s...
Saturated soils, particularly cohesionless soils, may liquefy when subjected to earthquake excitatio...
The paper reviews the failure mechanism of pile-supported structures in liquefiable soil during eart...
Unsatisfactory performance of pile supported structures in liquefiable areas (ranging from tilting/s...
This paper describes results and analysis of shaking table tests on a prototype-scale soil-pile mode...
During the 1995 Kobe earthquake widespread liquefaction occured in fill deposits of man-made islands...
Pile foundations have suffered extensive damage in liquefiable soils during earthquakes around the w...