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Influence of Initial Void Ratio on Critical State Behaviour of Poorly Graded Fine Sands
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A. EKİNCİ Et Al. , "Influence of Initial Void Ratio on Critical State Behaviour of Poorly Graded Fine Sands," INDIAN GEOTECHNICAL JOURNAL , vol.50, no.5, pp.689-699, 2020

EKİNCİ, A. Et Al. 2020. Influence of Initial Void Ratio on Critical State Behaviour of Poorly Graded Fine Sands. INDIAN GEOTECHNICAL JOURNAL , vol.50, no.5 , 689-699.

EKİNCİ, A., Hanafi, M., & Ferreira, P. M. V., (2020). Influence of Initial Void Ratio on Critical State Behaviour of Poorly Graded Fine Sands. INDIAN GEOTECHNICAL JOURNAL , vol.50, no.5, 689-699.

EKİNCİ, ABDULLAH, Mohamad Hanafi, And Pedro Miguel Vaz Ferreira. "Influence of Initial Void Ratio on Critical State Behaviour of Poorly Graded Fine Sands," INDIAN GEOTECHNICAL JOURNAL , vol.50, no.5, 689-699, 2020

EKİNCİ, ABDULLAH Et Al. "Influence of Initial Void Ratio on Critical State Behaviour of Poorly Graded Fine Sands." INDIAN GEOTECHNICAL JOURNAL , vol.50, no.5, pp.689-699, 2020

EKİNCİ, A. Hanafi, M. And Ferreira, P. M. V. (2020) . "Influence of Initial Void Ratio on Critical State Behaviour of Poorly Graded Fine Sands." INDIAN GEOTECHNICAL JOURNAL , vol.50, no.5, pp.689-699.

@article{article, author={ABDULLAH EKİNCİ Et Al. }, title={Influence of Initial Void Ratio on Critical State Behaviour of Poorly Graded Fine Sands}, journal={INDIAN GEOTECHNICAL JOURNAL}, year=2020, pages={689-699} }