Solve Complex Ground and Foundation Problems Presenting more than 25 years of
teaching and working experience in a wide variety of centrifuge testing, the author of …

Tunnel behaviour under earthquake loading is affected by many factors such as shape,
depth and stiffness of the tunnel lining and the nature of the input motion. However, current …

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 …

Tunnels in seismically active areas are vulnerable to adverse effects of earthquake loading.
Recent seismic events have shown that there is a need to validate current design methods …

Most studies on liquefaction have addressed homogeneous soil strata using sand or sand
with fine content without considering soil stratification. In this study, cyclic triaxial tests were …

Abstract The Liquefaction Experiments and Analysis Projects (LEAP) provides an
international collaboration platform to assess key aspects related to seismic induced soil …

Pore water pressure development through seismic effect is one of the key reasons for
liquefaction failures in the foundations, dams, bridges, slopes and other vulnerable …

The dynamic response of tailings from a gold mine located in western Quebec was
evaluated using cyclic laboratory testing. These tailings are classified as nonplastic silt and …

The predicted severity of liquefaction manifested at the ground surface is a popular and
pragmatic proxy of damage potential for infrastructure. Toward this end, the liquefaction …

Semi-empirical models based on in situ geotechnical tests have been the standard-of-
practice for predicting soil liquefaction since 1971. More recently, prediction models based …