© 2017 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 liquefaction phenomena. For LEAP-GWU-2015, one project within LEAP, an experiment was repeated at 6 centrifuge facilities (Cambridge University, Kyoto University, University of California Davis, National Central University, Rensselaer Polytechnic Institute, and Zhejiang University) and the results were shared and archived for the purposes of validation of numerical models. This paper describes the specifications for the LEAP-GWU-2015 experiment and compares the experimental results from the six facilities. The specified experiment was for uniform medium dense sand w...
The liquefaction tank is an experimental facility developed to conduct physical scale model tests of...
Within the framework of the LEAP-UCD-2017 exercise, Type B simulations of centrifuge tests were cond...
Advanced constitutive models can replicate several aspects of soil behaviour, but, due to their comp...
The LEAP international collaboratory is introduced and its key objectives and main accomplishments d...
The Liquefaction Experiment and Analysis Project (LEAP), an international research collaboration amo...
© 2017. The Liquefaction Experiments and Analysis Projects (LEAP) is an international effort to prod...
This open access book presents work collected through the Liquefaction Experiments and Analysis Proj...
As part of the LEAP-GWU-2015 exercise, a dynamic centrifuge test was conducted at the University of ...
The second phase of the LEAP project investigating the liquefaction of a 5◦ saturated sand slope has...
This paper presents comparisons of 11 sets of Type-B numerical simulations with the results of a sel...
Results presented in this paper represent the first part of research produced by the Verification of...
Liquefaction is a major earthquake-induced hazard that has been studied extensively through the year...
A set of centrifuge tests has been carried out at ISMGEO (Italy) laboratory on models of a liquefia...
The dataset is composed by the results of 37 dynamic geotechnical centrifuge tests performed in the ...
This paper presents a summary of the element test simulations (calibration simulations) submitted by...
The liquefaction tank is an experimental facility developed to conduct physical scale model tests of...
Within the framework of the LEAP-UCD-2017 exercise, Type B simulations of centrifuge tests were cond...
Advanced constitutive models can replicate several aspects of soil behaviour, but, due to their comp...
The LEAP international collaboratory is introduced and its key objectives and main accomplishments d...
The Liquefaction Experiment and Analysis Project (LEAP), an international research collaboration amo...
© 2017. The Liquefaction Experiments and Analysis Projects (LEAP) is an international effort to prod...
This open access book presents work collected through the Liquefaction Experiments and Analysis Proj...
As part of the LEAP-GWU-2015 exercise, a dynamic centrifuge test was conducted at the University of ...
The second phase of the LEAP project investigating the liquefaction of a 5◦ saturated sand slope has...
This paper presents comparisons of 11 sets of Type-B numerical simulations with the results of a sel...
Results presented in this paper represent the first part of research produced by the Verification of...
Liquefaction is a major earthquake-induced hazard that has been studied extensively through the year...
A set of centrifuge tests has been carried out at ISMGEO (Italy) laboratory on models of a liquefia...
The dataset is composed by the results of 37 dynamic geotechnical centrifuge tests performed in the ...
This paper presents a summary of the element test simulations (calibration simulations) submitted by...
The liquefaction tank is an experimental facility developed to conduct physical scale model tests of...
Within the framework of the LEAP-UCD-2017 exercise, Type B simulations of centrifuge tests were cond...
Advanced constitutive models can replicate several aspects of soil behaviour, but, due to their comp...