Explainable machine learning model for liquefaction potential assessment of soils using XGBoost-SHAP

K Jas, GR Dodagoudar - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
Most of the existing machine learning (ML)-based models for liquefaction assessment of
soils are black-box in nature. Database considered in the existing studies for model …

Empirical prediction equations for peak ground velocity derived from strong-motion records from Europe and the Middle East

S Akkar, JJ Bommer - Bulletin of the Seismological …, 2007 - pubs.geoscienceworld.org
Peak ground velocity (pgv) has many applications in earthquake engineering, but there are
relatively few prediction equations for this parameter in comparison with the large numbers …

Identification of optimal ground-motion intensity measures for assessing liquefaction triggering and lateral displacement of liquefiable sloping grounds

Q Wu, DQ Li, W Du - Earthquake Spectra, 2022 - journals.sagepub.com
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 …

[HTML][HTML] A recurrent-neural-network-based generalized ground-motion model for the Chilean subduction seismic environment

J Fayaz, M Medalla, P Torres-Rodas, C Galasso - Structural Safety, 2023 - Elsevier
This paper proposes a deep learning-based generalized ground motion model (GGMM) for
interface and intraslab subduction earthquakes recorded in Chile. A total of∼ 7000 ground …

Empirical correlations between peak ground velocity and spectrum-based intensity measures

BA Bradley - Earthquake Spectra, 2012 - journals.sagepub.com
Empirical correlation equations between peak ground velocity (PGV) and several spectrum-
based ground motion intensity measures are developed. The intensity measures examined …

The prediction and use of peak ground velocity

JJ Bommer, JE Alarcon - Journal of Earthquake Engineering, 2006 - World Scientific
Peak ground velocity (PGV) has received much less attention in the technical literature than
more widely-used parameters such as peak ground acceleration (PGA) and response …

Failure mechanisms of pile foundations in liquefiable soil: Parametric study

S Haldar, GLS Babu - International Journal of Geomechanics, 2010 - ascelibrary.org
This paper presents the response of piles in liquefiable soil under seismic loads. The effects
of soil, pile, and earthquake parameters on the two potential pile failure mechanisms …

Numerical evaluation of seismic response of shallow foundation on loose silt and silty sand

A Asgari, A Golshani, M Bagheri - Journal of Earth System Science, 2014 - Springer
This study includes the results of a set of numerical simulations carried out for sands
containing plastic/non-plastic fines, and silts with relative densities of approximately 30 …

A liquefaction occurrence model for regional analysis

L Todorovic, V Silva - Soil Dynamics and Earthquake Engineering, 2022 - Elsevier
Liquefaction causes damage and economic losses that can exceed the impact caused by
ground shaking in earthquakes. However, probabilistic models to predict liquefaction …

Assessment and prediction of liquefaction potential using different artificial neural network models: a case study

A Abbaszadeh Shahri - Geotechnical and Geological Engineering, 2016 - Springer
Soil liquefaction as a transformation of granular material from solid to liquid state is a type of
ground failure commonly associated with moderate to large earthquakes and refers to the …