Exploring time series models for landslide prediction: a literature review DOI Creative Commons
Kyrillos M. P. Ebrahim, Ali Fares, Nour Faris

et al.

Geoenvironmental Disasters, Journal Year: 2024, Volume and Issue: 11(1)

Published: Sept. 5, 2024

Language: Английский

Neural Network-Based Prediction of Amplification Factors for Nonlinear Soil Behaviour: Insights into Site Proxies DOI Creative Commons
Ahmed Boudghene Stambouli, Lotfi Guizani

Applied Sciences, Journal Year: 2025, Volume and Issue: 15(7), P. 3618 - 3618

Published: March 26, 2025

The identification of the most pertinent site parameters to classify soils in terms their amplification seismic ground motions is still prime interest earthquake engineering and codes. This study investigates many options for improving soil classifications order reduce deviation between “exact” predictions using wave propagation method used codes based on (site) factors. To this end, an exhaustive parametric carried out obtain nonlinear responses sets 324 clay sand columns constitute database neuronal network methods predict regression equations factors parameters. A wide variety combinations are considered study, namely, depth, shear velocity, stiffness underlaying bedrock, intensity frequency content excitation. AFs profiles under multiple records with different intensities contents obtained by propagation, where nonlinearity accounted through equivalent linear model iterative procedure. Then, a Generalized Regression Neural Network (GRNN) determine significant affecting AFs. second neural network, Radial Basis Function (RBF) develop simple practical prediction equations. Both whole period range specific short-, mid-, long-period ranges associated AFs, Fa, Fv, Fl, respectively, considered. results indicate that factor arbitrary profile can be satisfactorily approximated limited number sites record (two six). best parameter pair (PGA; resonance frequency, f0), which leads standard reduction at least 65%. For improved performance, we propose triplet PGA;Vs30;f0 Vs30 being average velocity within upper 30 m below foundation. Most other relevant include fact long periods (Fl) significantly higher than those short or mid soft soils. Finally, it recommended further refine including additional such as spatial configuration adopting more refined models.

Language: Английский

Citations

0

Landslide Susceptibility Assessment Using Recurrent Neural Network (RNN)—A Case of Chabahar and Konarak in Iran DOI
Vahid Isazade, Abdul Baser Qasimi,

Mahdi Safari Namivandi

et al.

Indian geotechnical journal, Journal Year: 2025, Volume and Issue: unknown

Published: April 3, 2025

Language: Английский

Citations

0

Can different machine learning methods have consistent interpretations of DEM-based factors in shallow landslide susceptibility assessments? DOI Creative Commons
Fanshu Xu, Qiang Xu,

Chuanhao Pu

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2025, Volume and Issue: unknown

Published: April 1, 2025

Language: Английский

Citations

0

Comparative Analysis of Slope Stability Prediction for Earth Dams Using Response Surface Method, Statistical Models, and ANN DOI
Lourdes Santos,

Cláudio H.B. Resende,

Karl Martins

et al.

Geotechnical and Geological Engineering, Journal Year: 2025, Volume and Issue: 43(5)

Published: May 6, 2025

Language: Английский

Citations

0

Exploring time series models for landslide prediction: a literature review DOI Creative Commons
Kyrillos M. P. Ebrahim, Ali Fares, Nour Faris

et al.

Geoenvironmental Disasters, Journal Year: 2024, Volume and Issue: 11(1)

Published: Sept. 5, 2024

Language: Английский

Citations

1