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Jan 12, 2024

Closure to “Ground Improvement for Transportation Infrastructure: Experimental Investigations on Cyclic Behavior of a Group of Granular Columns”

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Publication: International Journal of Geomechanics
Volume 24, Issue 3

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References

Ali, K., J. T. Shahu, and K. G. Sharma. 2012. “Model tests on geosynthetic-reinforced stone columns: A comparative study.” Geosynth. Int. 19 (4): 292–305. https://doi.org/10.1680/gein.12.00016.
Ali, K., J. T. Shahu, and K. G. Sharma. 2014. “Model tests on single and groups of stone columns with different geosynthetic reinforcement arrangement.” Geosynth. Int. 21 (2): 103–118. https://doi.org/10.1680/gein.14.00002.
Shahu, J. T., and Y. R. Reddy. 2011. “Clayey soil reinforced with stone column group: Model tests and analyses.” J. Geotech. Geoenviron. Eng. 137 (12): 1265–1274. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000552.
Shahu, J. T., Yudhbir, and S. Hayashi. 2008. “Cumulative plastic strain and threshold stress of a quasi-saturated compacted silty clay.” Lowland Technol. Int. 10 (2): 10–20.
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Shahu, J. T., Yudhbir, and N. S. V. K. Rao. 2000. “A rational method for design of railroad track foundation.” Soils Found. 40 (6): 1–10. https://doi.org/10.3208/sandf.40.6_1.
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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 24Issue 3March 2024

History

Received: Sep 23, 2023
Accepted: Oct 10, 2023
Published online: Jan 12, 2024
Published in print: Mar 1, 2024
Discussion open until: Jun 12, 2024

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J. T. Shahu, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi 110016, India. Email: [email protected]
Suresh Kumar, Ph.D. [email protected]
Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology (BHU), Varanasi, Uttar Pradesh 221005, India. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Jammu, Jammu, Jammu and Kashmir 181221, India. ORCID: https://orcid.org/0000-0002-7324-1599 (corresponding author). Email: [email protected]; [email protected]

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