35 Years of (AI) in geotechnical engineering: state of the art

AM Ebid - Geotechnical and Geological Engineering, 2021 - Springer
It was 35 years ago since the first usage of Artificial Intelligence (AI) technique in
geotechnical engineering, during those years many (AI) techniques were developed based …

Developing predictive models of collapse settlement and coefficient of stress release of sandy-gravel soil via evolutionary polynomial regression

AR Ghanizadeh, A Delaram, P Fakharian… - Applied Sciences, 2022 - mdpi.com
The collapse settlement of granular soil, which brings about considerable deformations, is
an important issue in geotechnical engineering. Several factors are involved in this …

Multivariate adaptive regression splines model for reinforced soil foundations

MNA Raja, SK Shukla - Geosynthetics International, 2021 - icevirtuallibrary.com
In this study, a multivariate adaptive regression splines (MARS) model has been developed
to predict the settlement of shallow reinforced sandy soil foundations (RSSFs). The potential …

A review of artificial intelligence applications in shallow foundations

MA Shahin - International Journal of Geotechnical Engineering, 2015 - Taylor & Francis
Geotechnical engineering deals with materials (eg soil and rock) that, by their very nature,
exhibit varied and uncertain behavior because of the imprecise physical processes …

A single-objective EPR based model for creep index of soft clays considering L2 regularization

YF Jin, ZY Yin, WH Zhou, JH Yin, JF Shao - Engineering Geology, 2019 - Elsevier
A correlation of creep index (C α) with high performance is highly recommended for soft clay
engineering practice. Current empirical correlations are only acceptable for a few clays. This …

[PDF][PDF] Dynamic response and design of a skirted strip foundation subjected to vertical vibration

S Alzabeebee - Geomech Eng, 2020 - researchgate.net
Numerous studies have repeatedly demonstrated the efficiency of using skirts to increase
the bearing capacity and to reduce settlement of shallow foundations subjected to static …

[HTML][HTML] Data-driven intelligent modeling of unconfined compressive strength of heavy metal-contaminated soil

STA Jaffar, X Chen, X Bao, MNA Raja, T Abdoun… - Journal of Rock …, 2024 - Elsevier
This study focuses on empirical modeling of the strength characteristics of urban soils
contaminated with heavy metals using machine learning tools and their subsequent …

An intelligent multi-objective EPR technique with multi-step model selection for correlations of soil properties

YF Jin, ZY Yin - Acta Geotechnica, 2020 - Springer
Current multi-objective evolutionary polynomial regression (EPR) methodology has
difficulties on decision-making of optimal EPR model. This paper proposes an intelligent …

3D dynamic finite element analyses and 1 g shaking table tests on seismic performance of connected and nonconnected piled raft foundations

AS Azizkandi, MH Baziar, AF Yeznabad - KSCE Journal of Civil …, 2018 - Springer
Connected and disconnected piled raft foundations have been evaluated under lateral cyclic
loading in this study. Connected Piled Raft (CPR) and nonconnected piled (NPR) …

Mathematical model for approximating shield tunneling-induced surface settlement via multi-gene genetic programming

ZL Cheng, KKPM Kannangara, LJ Su, WH Zhou - Acta Geotechnica, 2023 - Springer
Obtaining an accurate estimation of surface settlement during tunnel excavation is
challenging due to the many factors that influence settlement. This study developed a …