Identification of optimal ground-motion intensity measures for assessing liquefaction triggering and lateral displacement of liquefiable sloping grounds
This article aims at identifying the optimal scalar-and vector-valued intensity measures (IMs)
for predicting liquefaction triggering and the consequence of liquefaction (ie permanent …
for predicting liquefaction triggering and the consequence of liquefaction (ie permanent …
3D Effective stress analyses of dynamic LNG tank performance on liquefiable soils improved with stone columns
YK Chaloulos, P Tasiopoulou, T Georgarakos… - Soil Dynamics and …, 2023 - Elsevier
The seismic performance of an LNG tank on liquefiable soil improved with stone columns is
assessed through 3D effective stress time history analyses. The numerical methodology …
assessed through 3D effective stress time history analyses. The numerical methodology …
Application of EPR-MOGA in computing the liquefaction-induced settlement of a building subjected to seismic shake
S Alzabeebee - Engineering with Computers, 2022 - Springer
Accurate prediction of the liquefaction-induced settlement (S _ lc S lc) is an essential
requirement for a good design of buildings resting on liquefiable ground and subjected to …
requirement for a good design of buildings resting on liquefiable ground and subjected to …
Multivariate adaptive regression splines model for prediction of the liquefaction-induced settlement of shallow foundations
G Zheng, W Zhang, H Zhou, P Yang - Soil Dynamics and Earthquake …, 2020 - Elsevier
Buildings with shallow foundation are vulnerable to liquefaction-induced settlement during
an earthquake. Accurate settlement evaluation is an important step in earthquake damage …
an earthquake. Accurate settlement evaluation is an important step in earthquake damage …
Large-scale shake table tests on a shallow foundation in liquefiable soils
M Jahed Orang, R Motamed… - … of Geotechnical and …, 2021 - ascelibrary.org
The significant damage observed during recent earthquakes resulting from liquefaction of
shallow saturated soil deposits beneath structures has illustrated the need for further …
shallow saturated soil deposits beneath structures has illustrated the need for further …
Fragility curves of non-ductile RC frame buildings on saturated soils including liquefaction effects and soil–structure interaction
Liquefaction constitutes the most common source of seismic damage to buildings resting on
saturated soils. Soil-structure interaction (SSI) may also significantly affect the seismic …
saturated soils. Soil-structure interaction (SSI) may also significantly affect the seismic …
Performance-based assessment of the seismic pseudo-static coefficient used in slope stability analysis
Pseudo-static slope stability procedures are often employed to evaluate the seismic
performance of slope systems, at least in the initial evaluation stages. To yield meaningful …
performance of slope systems, at least in the initial evaluation stages. To yield meaningful …
Impact of bidirectional seismic shearing on the volumetric response of sand deposits
Numerical simulation results of dry and saturated sand deposits subjected to both
unidirectional and bidirectional seismic shearing were carried out and compared to quantify …
unidirectional and bidirectional seismic shearing were carried out and compared to quantify …
New conditional, scenario-based, and non-conditional cumulative absolute velocity models for subduction tectonic settings
The PEER NGA-Sub ground-motion intensity measure database is used to develop new
conditional ground-motion models (CGMMs), a set of scenario-based models, and non …
conditional ground-motion models (CGMMs), a set of scenario-based models, and non …
Liquefaction evaluation using frequency characteristics of acceleration records in KAIST centrifuge tests for LEAP
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 …
model tests were conducted at KAIST on a submerged 5° sloped medium-dense and dense …