Soft Computing-Based Models for Estimating Undrained Bearing Capacity Factor of Open Caisson in Heterogeneous Clay

Open caissons are commonly used in the construction of various underground structures, such as launch and reception shafts for tunnel-boring machines, storage or attenuation tanks, and cofferdams. During the sinking phase, the cutting edge of a caisson wall with a cutting face encounters soil and is...

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Veröffentlicht in:	Geotechnical and geological engineering Jg. 42; H. 6; S. 5335 - 5361
Hauptverfasser:	Suppakul, Rungroad, Chavda, Jitesh T., Jitchaijaroen, Wittaya, Keawsawasvong, Suraparb, Rattanadecho, Phadungsak
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Cham Springer International Publishing 01.08.2024 Springer Nature B.V
Schlagworte:	Artificial neural networks Bearing capacity Boring machines Caissons Civil Engineering Clay Cofferdams Earth and Environmental Science Earth Sciences Excavation Finite element method Geotechnical Engineering & Applied Earth Sciences Hydrogeology Hypotheses Limit analysis Neural networks Null hypothesis Regression models Roughness Shear strength Sinking Soft computing Soil bearing capacity Soil investigations Soil strength Tanks Technical Note Terrestrial Pollution Tunnel construction Underground construction Underground structures Variance analysis Waste Management/Waste Technology ANN FELA Cutting edge Cutting angle Heterogenous clay Open caisson
ISSN:	0960-3182, 1573-1529
Online-Zugang:	Volltext
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