Smart computing models of California bearing ratio, unconfined compressive strength, and resistance value of activated ash-modified soft clay soil with adaptive neuro-fuzzy inference system and ensemble random forest regression techniques
Mudassir Iqbal, Kennedy C. Onyelowe, Fazal E. Jalal
Topics & Concepts
Atterberg limitsCompressive strengthUnified Soil Classification SystemGeotechnical engineeringCalifornia bearing ratioLimeSoft computingAdaptive neuro fuzzy inference systemMathematicsCompactionSoil scienceEnvironmental scienceWater contentFuzzy logicEngineeringComputer scienceArtificial intelligenceMaterials scienceSoil classificationSoil waterFuzzy control systemComposite materialMetallurgyGrouting, Rheology, and Soil MechanicsConcrete and Cement Materials ResearchInnovative concrete reinforcement materials