New Model to Predict Bearing Capacity of Shallow Foundations Resting on Cohesionless Soil
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02472-y.pdf
Reference54 articles.
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3. Ahangar Asr A, Faramarzi A, Javadi AA (2018) An evolutionary modelling approach to predicting stress–strain behaviour of saturated granular soils. Eng Comput 35:2931–2952. https://doi.org/10.1108/EC-01-2018-0025
4. Ahangar-Asr A, Javadi AA, Johari A, Chen Y (2014) Lateral load bearing capacity modelling of piles in cohesive soils in undrained conditions: an intelligent evolutionary approach. Appl Soft Comput 24:822–828. https://doi.org/10.1016/j.asoc.2014.07.027
5. Alani AM, Faramarzi A (2014) An evolutionary approach to modelling concrete degradation due to sulphuric acid attack. Appl Soft Comput 24:985–993. https://doi.org/10.1016/j.asoc.2014.08.044
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