Site response in a layered liquefiable deposit: evaluation of different numerical tools and methodologies with centrifuge experimental results
Results of a centrifuge experiment simulating seismic site response in a layered level
liquefiable soil profile are used to evaluate and systematically compare the predictive …
liquefiable soil profile are used to evaluate and systematically compare the predictive …
[HTML][HTML] Earthquake response of monopiles and caissons for Offshore Wind Turbines founded in liquefiable soil
Monopile has been the most widespread foundation type for Offshore Wind Turbines (OWTs)
in shallow waters. Caisson (skirted) foundations have also been evaluated in some projects …
in shallow waters. Caisson (skirted) foundations have also been evaluated in some projects …
Liquefaction experiment and analysis projects (LEAP): Summary of observations from the planning phase
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 …
accomplishments during the planning phase of the US-LEAP (LEAP-2015) are presented …
[HTML][HTML] Numerical modeling of liquefaction and its impact on anchor piles for floating offshore structures
Anchor piles and suction anchors have been used for anchoring different types of offshore
structure in the past four decades. The recent growing interest and demand for wind energy …
structure in the past four decades. The recent growing interest and demand for wind energy …
Stress-strain response of the LEAP-2015 centrifuge tests and numerical predictions
Abstract The Liquefaction Experiments and Analysis Projects (LEAP) is an international
effort to produce a set of high quality test data and to then use it in a validation exercise of …
effort to produce a set of high quality test data and to then use it in a validation exercise of …
Seismic performance of a sheet-pile retaining structure in liquefiable soils: Numerical simulations of LEAP-2022 centrifuge tests
This paper focuses on the numerical simulations of a sheet-pile retaining structure under
liquefaction-induced lateral spreading, using data from LEAP-2022 dynamic centrifuge tests …
liquefaction-induced lateral spreading, using data from LEAP-2022 dynamic centrifuge tests …
Numerical simulations of LEAP centrifuge tests for seismic response of liquefiable sloping ground
This paper presents numerical simulations of a liquefiable sloping ground related to LEAP-
UCD-2017 and LEAP-Asia-2019 (Liquefaction Experiments and Analysis Projects) dynamic …
UCD-2017 and LEAP-Asia-2019 (Liquefaction Experiments and Analysis Projects) dynamic …
Numerical prediction of undrained cyclic triaxial experiments on saturated Kasai river sand using two constitutive models of liquefaction
R Banerjee, R Chattaraj, YM Parulekar… - Bulletin of Engineering …, 2021 - Springer
The paper presents a numerical simulation of stress-controlled undrained cyclic tri-axial
tests conducted on local sand at various relative densities and CSR values. Two constitutive …
tests conducted on local sand at various relative densities and CSR values. Two constitutive …
Numerical predictions for centrifuge model tests of a liquefiable sloping ground using a strain space multiple mechanism model based on the finite strain theory
K Ueda, S Iai - Soil Dynamics and Earthquake Engineering, 2018 - Elsevier
This paper presents the results of numerical simulations for dynamic centrifuge model tests
of a liquefiable sloping ground performed by various institutions within a framework of Class …
of a liquefiable sloping ground performed by various institutions within a framework of Class …
Numerical investigation of liquefaction mitigation potential with vibroflotation
Vibroflotation is one type of ground improvement technique used for liquefaction mitigation
in saturated sand. In order to study the feasibility of vibroflotation for liquefaction mitigation …
in saturated sand. In order to study the feasibility of vibroflotation for liquefaction mitigation …