Prediction of safe bearing capacity for settlement criteria using neuro-fuzzy inference system for Clayey soils

Safe bearing capacity (SBC) may be estimated for cohesive soil using the IS Code it is essential to conduct shear tests in order to identify the angle of internal friction and cohesion, SPT tests in order to determine the N-value of the soil, as well as tests in order to determine the dry density of...

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Veröffentlicht in:	IOP conference series. Earth and environmental science 2022-09, Vol.1086 (1), p.12023
Hauptverfasser:	Phani Kumar, V, Sudha Rani, Ch
Format:	Artikel
Sprache:	eng
Schlagworte:	Adaptive neuro-fuzzy inference system (ANFIS) Clay soils Cohesion Cohesive soils Criteria Dry density Fuzzy logic Internal friction Liquid limit Liquid limits N-value Plasticity Plasticity index Safe bearing capacity (SBC) Shear tests Soil bearing capacity Soil density Specific gravity
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