State-of-the-art review of geotechnical-driven artificial intelligence techniques in underground soil-structure interaction

SC Jong, DEL Ong, E Oh - Tunnelling and Underground Space Technology, 2021 - Elsevier
There has been an increasing demand for underground construction due to urbanization
and limited land in metropolitan cities in the recent years. However, the behavior of …

[HTML][HTML] Unconfined compressive strength of MICP and EICP treated sands subjected to cycles of wetting-drying, freezing-thawing and elevated temperature …

I Ahenkorah, MM Rahman, MR Karim… - Journal of Rock …, 2023 - Elsevier
Microbial-induced carbonate precipitation (MICP) and enzyme-induced carbonate
precipitation (EICP) are two bio-cementation techniques, which are relatively new methods …

A new development of ANFIS–GMDH optimized by PSO to predict pile bearing capacity based on experimental datasets

H Harandizadeh, D Jahed Armaghani… - Engineering with …, 2021 - Springer
Prediction of ultimate pile bearing capacity with the aid of field experimental results through
artificial intelligence (AI) techniques is one of the most significant and complicated problem …

Novel hybrid MFO-XGBoost model for predicting the racking ratio of the rectangular tunnels subjected to seismic loading

VQ Nguyen, VL Tran, DD Nguyen, S Sadiq… - Transportation …, 2022 - Elsevier
This study proposes a novel hybrid MFO-XGBoost model that integrates the moth-flame
optimization (MFO) algorithm and the extreme gradient boosting (XGBoost) to predict the …

[HTML][HTML] Predicting friction capacity of driven piles using new combinations of neural networks and metaheuristic optimization algorithms

L Jie, P Sahraeian, KI Zykova, M Mirahmadi… - Case Studies in …, 2023 - Elsevier
Friction capacity is a principal characteristic in designing driven piles. Considering the
complexities in analyzing the behavior of piles, many studies have recommended the use of …

[HTML][HTML] Systematic literature review and mapping of the prediction of pile capacities

SL Carvalho, MM Sales, ALB Cavalcante - Soils and Rocks, 2023 - SciELO Brasil
Predicting the pile's load capacity is one of the first steps of foundation engineering design.
In geotechnical engineering, there are different ways of predicting soil resistance, which is …

Estimation of ultimate bearing capacity of driven piles in c-φ soil using MLP-GWO and ANFIS-GWO models: a comparative study

A Dehghanbanadaki, M Khari, ST Amiri, DJ Armaghani - Soft Computing, 2021 - Springer
A new forecast method is proposed in order to improve the estimation accuracy of the
ultimate bearing capacity (UBC) of single driven piles. The performance of the adaptive …

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 …

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 …

Application of improved ANFIS approaches to estimate bearing capacity of piles

H Harandizadeh, MM Toufigh, V Toufigh - Soft Computing, 2019 - Springer
An accurate estimation of deep foundation bearing capacity in different types of soils with the
aid of the field experiments results is taken into account as the most important problems in …