Predictive modeling of swell-strength of expansive soils using artificial intelligence approaches: ANN, ANFIS and GEP
This study presents the development of new empirical prediction models to evaluate swell
pressure and unconfined compression strength of expansive soils (P s UCS-ES) using three …
pressure and unconfined compression strength of expansive soils (P s UCS-ES) using three …
Application of multi-algorithm ensemble methods in high-dimensional and small-sample data of geotechnical engineering: A case study of swelling pressure of …
C Li, L Wang, J Li, Y Chen - Journal of Rock Mechanics and Geotechnical …, 2024 - Elsevier
Geotechnical engineering data are usually small-sample and high-dimensional, which
brings a lot of challenges in predictive modeling. This paper uses a typical high-dimensional …
brings a lot of challenges in predictive modeling. This paper uses a typical high-dimensional …
Predicting the chemical and mechanical properties of gypseous soils using different simulation technics
Gypseous soils are soils that contain sufficient quantities of gypsum that are considered
collapsible soil. The present study's objective is to predict the shear strength parameters (c …
collapsible soil. The present study's objective is to predict the shear strength parameters (c …
Linear and nonlinear approaches and statistical evaluations to predict the shear strength parameters and collapse potential of gypseous soils
YI Mawlood - Arabian Journal of Geosciences, 2021 - Springer
Gypsum soils suffer from engineering problems of collapse, which occurs when an increase
in moisture causes significant soil deformation in the constructions. There is no sufficient …
in moisture causes significant soil deformation in the constructions. There is no sufficient …
Comparison between Mohr-Coulomb failure criterion and Vipulanandan failure models to predict the maximum J_2 Invariant and behaviour of clay (CH)
C Vipulanandan, A Salih Mohammed - Geomechanics and …, 2022 - Taylor & Francis
According to experimental data results, both inherent anisotropy and loading direction
significantly impact geomaterial failures. Clay soils are commonly encountered in many …
significantly impact geomaterial failures. Clay soils are commonly encountered in many …
[PDF][PDF] 阳离子型化合物改良膨胀土试验研究
周盛全， 史敏劼， **剑伟， **栋伟 - Chinese Journal of …, 2022 - dxkjxb.cqu.edu.cn
为探究不同阳离子化合物改良膨胀土工程特性的实际效果, 并确定最佳复合配比,
分别选用硅酸钠(Na2 SiO3) 和阳离子聚丙烯酰胺(CPAM) 作为改良剂, 对改良土样进行一系列 …
分别选用硅酸钠(Na2 SiO3) 和阳离子聚丙烯酰胺(CPAM) 作为改良剂, 对改良土样进行一系列 …