Closure to “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 ARTICLEPublication: International Journal of Geomechanics
Volume 22, Issue 10
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Acknowledgments
The financial support for this work from HMBS Textiles Pvt. Ltd. Delhi (IIT/SRIC/CE/MRRT/2013-2014/40) is gratefully acknowledged.
References
Giroud, J. P., and L. Noiray. 1981. “Geotextile-reinforced unpaved road design.” J. Geotech. Eng. Div. 107: 1233–1254. https://doi.org/10.1061/AJGEB6.0001187.
RDSO (Research Design and Standard Organisation). 2007. Guidelines for blanket layer provision on track formation. RDSO-GE-0011. New Delhi, India: Ministry of Railways.
RDSO (Research Design and Standard Organisation). 2018. Specifications for railway formation. RDSO-GE:IRS-0004 (D). 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: 2083–2099. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:12(2083).
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History
Received: Apr 11, 2022
Accepted: Jun 8, 2022
Published online: Aug 9, 2022
Published in print: Oct 1, 2022
Discussion open until: Jan 9, 2023
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