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The Effect of Over Consolidation Ratio on the Deformations of Tunnels Constructed in Clay Soils
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B. GÖRGÜN And N. URAL, "The Effect of Over Consolidation Ratio on the Deformations of Tunnels Constructed in Clay Soils," Bilecik Şeyh Edebali Üniversitesi Fen Bilimleri Dergisi , vol.8, pp.1010-1016, 2021

GÖRGÜN, B. And URAL, N. 2021. The Effect of Over Consolidation Ratio on the Deformations of Tunnels Constructed in Clay Soils. Bilecik Şeyh Edebali Üniversitesi Fen Bilimleri Dergisi , vol.8 , 1010-1016.

GÖRGÜN, B., & URAL, N., (2021). The Effect of Over Consolidation Ratio on the Deformations of Tunnels Constructed in Clay Soils. Bilecik Şeyh Edebali Üniversitesi Fen Bilimleri Dergisi , vol.8, 1010-1016.

GÖRGÜN, BURAK, And NAZİLE URAL. "The Effect of Over Consolidation Ratio on the Deformations of Tunnels Constructed in Clay Soils," Bilecik Şeyh Edebali Üniversitesi Fen Bilimleri Dergisi , vol.8, 1010-1016, 2021

GÖRGÜN, BURAK And URAL, NAZİLE. "The Effect of Over Consolidation Ratio on the Deformations of Tunnels Constructed in Clay Soils." Bilecik Şeyh Edebali Üniversitesi Fen Bilimleri Dergisi , vol.8, pp.1010-1016, 2021

GÖRGÜN, B. And URAL, N. (2021) . "The Effect of Over Consolidation Ratio on the Deformations of Tunnels Constructed in Clay Soils." Bilecik Şeyh Edebali Üniversitesi Fen Bilimleri Dergisi , vol.8, pp.1010-1016.

@article{article, author={BURAK GÖRGÜN And author={NAZİLE URAL}, title={The Effect of Over Consolidation Ratio on the Deformations of Tunnels Constructed in Clay Soils}, journal={Bilecik Şeyh Edebali Üniversitesi Fen Bilimleri Dergisi}, year=2021, pages={1010-1016} }