Liquefaction and flow failure during earthquakes
K Ishihara - Geotechnique, 1993 - icevirtuallibrary.com
Two aspects of seismically-induced liquefaction are discussed which are of vital engineering
significance: the triggering condition and the consequences of liquefaction. The triggering …
significance: the triggering condition and the consequences of liquefaction. The triggering …
Seismic response of shallow foundation on liquefiable sand
L Liu, R Dobry - Journal of geotechnical and geoenvironmental …, 1997 - ascelibrary.org
Eight centrifuge model experiments were conducted to investigate the mechanism of
liquefaction-induced settlement of a shallow foundation, as well as the effectiveness of sand …
liquefaction-induced settlement of a shallow foundation, as well as the effectiveness of sand …
Mitigation of liquefaction-induced lateral deformation in a sloping stratum: Three-dimensional numerical simulation
Finite-element (FE) simulations are increasingly providing a versatile environment for
conducting lateral ground deformation studies. In this environment, mitigation strategies may …
conducting lateral ground deformation studies. In this environment, mitigation strategies may …
Case studies liquefaction and lifeline performance during past earthquakes: Japanese case studies
M Hamada, TD O'Rourke - Case studies liquefaction and …, 1992 - pesquisa.bvsalud.org
Case studies liquefaction and lifeline performance during past earthquakes : Japanese case
studies | Buffalo, NY; US National Center for Earthquake Engineering Research (NCEER); …
studies | Buffalo, NY; US National Center for Earthquake Engineering Research (NCEER); …
Large-scale numerical modeling in geotechnical earthquake engineering
Calibration, on the basis of data from centrifuge and shake table experiments, continues to
promote the development of more accurate computational models. Capabilities such as …
promote the development of more accurate computational models. Capabilities such as …
Liquefaction-induced ground damage in Dagupan in the July 16, 1990 Luzon earthquake
K Ishihara, AA Acacio, I Towhata - Soils and Foundations, 1993 - jstage.jst.go.jp
抄録 Geotechnical aspects of the ground damage caused by widespread occurrence of
liquefaction at the time of the 1900 Luzon, Philippines earthquake are highlighted by …
liquefaction at the time of the 1900 Luzon, Philippines earthquake are highlighted by …
Liquefaction-induced damage to buildings in 1990 Luzon earthquake
K Tokimatsu, H Kojima, S Kuwayama… - Journal of …, 1994 - ascelibrary.org
The Luzon Earthquake of 1990 (M s= 7.8) caused soil liquefaction in a widespread area that
in turn caused crucial damage to various structures. After presenting an overview of the …
in turn caused crucial damage to various structures. After presenting an overview of the …
Liquefaction-induced settlement of shallow foundations and remediation: 3D numerical simulation
Calibrated Finite Element (FE) simulations are increasingly providing a reliable environment
for modelling liquefaction-induced ground deformation. Effects on foundations and super …
for modelling liquefaction-induced ground deformation. Effects on foundations and super …
Evaluating 2D numerical simulations of granular columns in level and gently sloping liquefiable sites using centrifuge experiments
P Li, S Dashti, M Badanagki, P Kirkwood - Soil Dynamics and Earthquake …, 2018 - Elsevier
The response of a layered liquefiable soil profile, with granular columns as a mitigation
strategy, was evaluated via numerical and centrifuge modeling. Comparisons were made for …
strategy, was evaluated via numerical and centrifuge modeling. Comparisons were made for …
Assessing the Scale Effect on Bearing Capacity of Undrained Subsoil: Implications for Seismic Resilience of Shallow Foundations
This research investigates the influence of the scale effect on the bearing capacity of fine-
grained subsoil under undrained conditions. The analyses were conducted based on …
grained subsoil under undrained conditions. The analyses were conducted based on …