[HTML][HTML] Design of monopiles for offshore and nearshore wind turbines in seismically liquefiable soils: Methodology and validation
An increasing number of offshore wind farms are being constructed in seismic regions over
liquefaction susceptible soils. This paper presents a methodology for the analysis and …
liquefaction susceptible soils. This paper presents a methodology for the analysis and …
Effects of liquefaction-induced lateral spreading on piles, an overview of physical modeling
Destructive damages to deep foundations due to liquefaction-induced lateral spreading
during or after major earthquakes in gently slo** or level grounds with a free end have …
during or after major earthquakes in gently slo** or level grounds with a free end have …
Earthquake losses due to ground failure
JF Bird, JJ Bommer - Engineering geology, 2004 - Elsevier
Ground shaking is widely considered to be the primary cause of damage to structures, loss
of life and injuries due to earthquakes. Nonetheless, there are numerous examples of …
of life and injuries due to earthquakes. Nonetheless, there are numerous examples of …
[HTML][HTML] Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan
This paper presents a study of liquefaction analysis at sand layers of the Izumio site, under
ground motion variation during a strong earthquake in Osaka, Japan. Site investigation …
ground motion variation during a strong earthquake in Osaka, Japan. Site investigation …
Pile response to lateral spreads: centrifuge modeling
The paper presents results of eight centrifuge models of vertical single piles and pile groups
subjected to earthquake-induced liquefaction and lateral spreading. The centrifuge …
subjected to earthquake-induced liquefaction and lateral spreading. The centrifuge …
Pile and pile-group response to liquefaction-induced lateral spreading in four large-scale shake-table experiments
Four large laminar-box shaking table experiments are conducted to document pile response
due to the mechanism of liquefaction-induced lateral spreading. Single-pile and pile-group …
due to the mechanism of liquefaction-induced lateral spreading. Single-pile and pile-group …
Large post-liquefaction deformation of sand, part I: physical mechanism, constitutive description and numerical algorithm
JM Zhang, G Wang - Acta Geotechnica, 2012 - Springer
This paper presents a theoretical framework for predicting the post-liquefaction deformation
of saturated sand under undrained cyclic loading with emphasis on the mechanical laws …
of saturated sand under undrained cyclic loading with emphasis on the mechanical laws …
[HTML][HTML] 8th Ishihara lecture: Holistic evaluation of liquefaction response
Soil liquefaction during earthquakes is a highly dynamic process involving rapid
development of excess pore water pressures (EPWP), reduction in soil stiffness and …
development of excess pore water pressures (EPWP), reduction in soil stiffness and …
Effects of inertial and kinematic interaction on seismic behavior of pile with embedded foundation
K Tokimatsu, H Suzuki, M Sato - Soil Dynamics and Earthquake …, 2005 - Elsevier
Effects of inertial and kinematic forces on pile stresses are studied based on large shaking
table tests on pile-structure models with a foundation embedded in dry and liquefiable sand …
table tests on pile-structure models with a foundation embedded in dry and liquefiable sand …
Seismic axial behaviour of pile groups in non-liquefiable and liquefiable soils
This paper investigates the axial load transfer during seismic events for pile groups installed
in loose and dense sand layers. The analysis was conducted employing three-dimensional …
in loose and dense sand layers. The analysis was conducted employing three-dimensional …