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A new evolutionary approach to geotechnical and geo-environmental modelling (2015)
Book Chapter
Hussain, M., Ahangar Asr, A., Chen, Y., & Javadi, A. (2015). A new evolutionary approach to geotechnical and geo-environmental modelling. In A. Gandomi Conor Ryan, A. Alavi, & R. Conor (Eds.), Handbook of Genetic Programming Applications (483-499). Springer International Publishing. https://doi.org/10.1007/978-3-319-20883-1_19

In many cases, models based on certain laws of physics can be developed to describe the behaviour of physical systems. However, in case of more complex phenomena with less known or understood contributing parameters or variables the physics-based mod... Read More about A new evolutionary approach to geotechnical and geo-environmental modelling.

Modelling swelling induced lateral pressure transmission control on retaining structures on expansive soils (2014)
Book Chapter
Ahangar Asr, A., Fonseca, L., Carvalheira, R., Silva, I., Penha, S., Braga, L., …Johari, A. (2014). Modelling swelling induced lateral pressure transmission control on retaining structures on expansive soils. In Proceedings of the 22nd UK National Conference of the Association for Computational Mechanics in Engineering (268-271). University of Exeter

In this research work the complicated phenomena of swelling behaviour of expansive soils is modelled using an evolutionary approach proposed to develop a structured polynomial model for predicting the lateral swelling pressure of soils on retaining s... Read More about Modelling swelling induced lateral pressure transmission control on retaining structures on expansive soils.

Lateral load bearing capacity model for piles in cohesive soils (2014)
Book Chapter
Ahangar Asr, A., Javadi, A., Johari, A., & Chen, Y. (2014). Lateral load bearing capacity model for piles in cohesive soils. In A. Javadi, & M. Hussain (Eds.), Proceedings of the 22nd UK National Conference of the Association for Computational Mechanics in Engineering (264-267). University of Exeter

In this research work an evolutionary approach is proposed to develop a structured polynomial model for predicting the lateral load bearing capacity of piles in undrained conditions. The proposed polynomial regression technique is an evolutionary dat... Read More about Lateral load bearing capacity model for piles in cohesive soils.