ABSTRACT This study investigates the bearing capacity of tension piles and pile‐soil interaction during loading. Discrepancies between predicted and measured bearing capacities in previous tests motivated the study, where analytical methods showed considerable scatter and uncertainties in design.
Diaa Alkateeb, Jürgen Grabe
wiley +1 more source
Investigation on Geotechnical Engineering Properties of Coal Mine Spoil Subjected to Slaking [PDF]
David Vosolo
openalex +1 more source
Model‐Free Data‐Driven Computational Analysis for Soil Consolidation Problems
ABSTRACT Soils are inherently uncertain natural materials. In geotechnical engineering, soil properties are fundamentally characterised by testing small samples. The results will then be utilised to determine appropriate geomaterial constitutive models and associated parameters for implementation in conventional computational procedures such as finite ...
Wuzhou Zhai +3 more
wiley +1 more source
A comprehensive geotechnical and geophysical assessment of the foundation sublayers in egypt's new administrative capital. [PDF]
Abed MA +4 more
europepmc +1 more source
Integration of Smart City Technologies with Advanced Predictive Analytics for Geotechnical Investigations [PDF]
Yuxin Cong, Shinya Inazumi
openalex +1 more source
ABSTRACT Natural soils often exhibit clearly anisotropic mechanical properties, yet this characteristic is frequently overlooked in numerical models due to the practical challenges of determining anisotropic parameters. As a result, the influence of anisotropy remains difficult to anticipate, and engineers have limited tools to incorporate it into ...
Abdelilah Errahali +3 more
wiley +1 more source
Development of machine learning surrogate models for slope stability prediction using AI techniques: a case study of the Meizhou landslide. [PDF]
Khan MI, Fei J, Chen X, Hamza M.
europepmc +1 more source
Bayesian Neural Network Prediction and Uncertainty Analysis of Bio‐Cemented Soil Strength
ABSTRACT Microbially induced carbonate precipitation (MICP) has emerged as a promising ground improvement technique, with MICP‐treated soils exhibiting substantial enhancements in strength. However, experimental results revealed significant variability in strength outcomes of MICP‐treated soils, even under identical treatment conditions and soil ...
Aoxi Zhang +4 more
wiley +1 more source
Geotechnical improvement of dune sand embankments using rubber crumb and brick powder: RSM vs. ANN-GA hybrid optimization. [PDF]
Benamara FZ +10 more
europepmc +1 more source

