Abstract LEAP (Liquefaction Experiments and Analysis Projects) is an effort to formalize the
process and provide data needed for validation of numerical models designed to predict …

The LEAP international collaboratory is introduced and its key objectives and main
accomplishments during the planning phase of the US-LEAP (LEAP-2015) are presented …

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

A 1 g shaking table test of a shallow segmental mini-tunnel in sand is performed to
investigate its dynamic responses. The properties of sand, the materials and design of the …

As part of the LEAP-UCD-2017 and the LEAP-ASIA-2019 exercises, dynamic centrifuge
model tests were conducted at KAIST on a submerged 5° sloped medium-dense and dense …

Mechanical responses of saturated soil solved by the finite element method is a critical focus
in computational geomechanics. Operations of large Sparse Matrix Vector (SpMV) cause …

Geological hazard surveys demonstrate that the history of prior seismic events could affect
soil liquefaction resistance under the subsequent earthquakes. The liquefaction of soil with …

For the LEAP-UCD-2017 and ASIA-2019 exercises, an international effort has been made
by centrifuge teams and modellers to validate modelling and simulation procedures for the …

Three dynamic centrifuge tests with different densities (corresponding to loose, medium
dense, and dense deposits) were conducted at Zhejiang University for LEAP-UCD-2017 for …

Three centrifuge experiments were performed at the University of California, Davis, for LEAP-
UCD-2017. LEAP is a collaborative effort to assess repeatability of centrifuge test results and …