Predicting nanocomposite binder improved unsaturated soil UCS using genetic programming
The ability of the compacted soils and treated/compacted soils to withstand loads as
foundation materials depends on the stability and durability of the soils. The design of such …
foundation materials depends on the stability and durability of the soils. The design of such …
Predicting nanobinder‐improved unsaturated soil consistency limits using genetic programming and artificial neural networks
Unsaturated soils used as compacted subgrade, backfill, or foundation materials react
unfavorably under hydraulically bound environments due to swell and shrink cycles in …
unfavorably under hydraulically bound environments due to swell and shrink cycles in …
Experimental assessment of geotechnical properties of nano-clay-stabilized soils: advanced sustainable geotechnical solution
The usage of locally available soil for construction purposes is a wise choice for enhancing
its engineering properties. Depending on the size of the particles, the silty and clayey soils …
its engineering properties. Depending on the size of the particles, the silty and clayey soils …
AI (ANN, GP, and EPR)-based predictive models of bulk density, linear-volumetric shrinkage & desiccation cracking of HSDA-treated black cotton soil for sustainable …
ABSTRACT AI-based bi-input predictive models have been executed to forecast the bulk
density, linear and volumetric shrinkages and desiccation cracking of HSDA-treated black …
density, linear and volumetric shrinkages and desiccation cracking of HSDA-treated black …
Enhancing unconfined compressive strength of stabilized soil with lime and cement prediction through a robust hybrid machine learning approach utilizing Naive …
W Wan - Journal of Engineering and Applied Science, 2024 - Springer
The unconfined compressive strength (UCS) of stabilized soil with lime and cement is a
crucial mechanical factor in develo** accurate geomechanical models. In the past …
crucial mechanical factor in develo** accurate geomechanical models. In the past …
Estimating the ultimate bearing capacity for strip footing near and within slopes using AI (GP, ANN, and EPR) techniques
Numerical and computational analyses surrounding the behavior of the bearing capacity of
soils near or adjacent to slopes have been of great importance in earthwork constructions …
soils near or adjacent to slopes have been of great importance in earthwork constructions …
[HTML][HTML] Application of ANFIS hybrids to predict coefficients of curvature and uniformity of treated unsaturated lateritic soil for sustainable earthworks
Unsaturated lateritic soils are complex soils to work with due to moisture effects. So, the
determination of its properties requires lots of time, labor and equipment. For this reason, the …
determination of its properties requires lots of time, labor and equipment. For this reason, the …
Tree-based techniques for predicting the compression index of clayey soils
Compression index is an effective assessment of primary consolidation settlement of clayey
soils, but the process of obtaining compression index is time-consuming and laborious …
soils, but the process of obtaining compression index is time-consuming and laborious …
[HTML][HTML] Predictive models of volumetric stability (durability) and erodibility of lateritic soil treated with different nanotextured bio-ashes with application of loss of …
Volumetric stability and erodibility are important soil properties influenced by moisture
through raindrops and eventual runoff and the rise in water tables during wet seasons …
through raindrops and eventual runoff and the rise in water tables during wet seasons …
Shrinkage limit multi-AI-based predictive models for sustainable utilization of activated rice husk ash for treating expansive pavement subgrade
Swell-shrink phenomenon experienced by foundation soils like the subgrade layer is a
major cause of failures in pavement facilities. This phenomenon is fundamentally caused by …
major cause of failures in pavement facilities. This phenomenon is fundamentally caused by …