Discussion of “Geogrid Reinforcement for Stiffness Improvement of Railway Track Formation Over Clay Subgrade” by Sujit Kumar Dash and Anjan Majee
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VIEW THE ORIGINAL ARTICLEAuthor: Vishnu Diyaljee, Ph.D., F.ASCE https://orcid.org/0000-0003-4513-2341 [email protected]Author Affiliations
Publication: International Journal of Geomechanics
Volume 22, Issue 10
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References
RDSO (Research Design and Standard Organisation). 2007. Guidelines for blanket layer provision on track formation. RDSO-GE-0011. New Delhi, India: Ministry of Railways.
Saha Roy, S., and K. Deb. 2021. “Modulus of subgrade reaction of unreinforced and geogrid-reinforced granular fill over soft clay.” Int. J. Geomech. 21 (9): 04021156. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002115.
Yetimoglu, T., J. T. H. Wu, and A. Saglamer. 1994. “Bearing capacity of rectangular footings on geogrid-reinforced sand.” J. Geotech. Eng. 120 (12): 2083–2099. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:12(2083).
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International Journal of Geomechanics
Volume 22 • Issue 10 • October 2022
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Nov 30, 2021
Accepted: Feb 18, 2022
Published online: Aug 9, 2022
Published in print: Oct 1, 2022
Discussion open until: Jan 9, 2023
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P.Eng.
Managing Director, GAEA Engineering Ltd., 33 Ashby Field Rd., Brampton, Ontario, Canada L6X0R4. ORCID: https://orcid.org/0000-0003-4513-2341. Email: [email protected]
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