Closure to “Causes of Failure and Strengthening Measures of a Pile Foundation Supporting Transmission Line Tower” by Vaibhav Mittal and Manojit Samanta
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VIEW THE ORIGINAL ARTICLEAuthors: Vaibhav Mittal, S.M.ASCE https://orcid.org/0000-0002-5094-2333 [email protected], and Manojit Samanta https://orcid.org/0000-0002-6017-725X [email protected]Author Affiliations
Publication: Journal of Performance of Constructed Facilities
Volume 36, Issue 4
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References
BIS (Bureau of Indian Standards). 1980. Code of practice for design and construction of pile foundations. IS 2911 (Part III/Sec 1). Manek Bhawan, Old Delhi, India: BIS.
Harris, D. E., and G. S. P. Madabhushi. 2015. “Uplift capacity of an under-reamed pile foundation.” Proc. Inst. Civ. Eng. Geotech. Eng. 168 (6): 526–528. https://doi.org/10.1680/jgeen.14.00154.
Lin, J.-G., S.-Y. Hsu, and S.-S. Lin. 2015. “The new method to evaluate the uplift capacity of belled piles in sandy soil.” J. Mar. Sci. Technol. 23 (4): 523–533. https://doi.org/10.6119/JMST-015-0511-2.
Schafer, M., and G. S. P. Madabhushi. 2020. “Uplift resistance of enlarged base pile foundations.” Indian Geotech. J. 50 (3): 426–441. https://doi.org/10.1007/s40098-019-00369-3.
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© 2022 American Society of Civil Engineers.
History
Received: Jan 20, 2022
Accepted: Feb 22, 2022
Published online: May 13, 2022
Published in print: Aug 1, 2022
Discussion open until: Oct 13, 2022
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Research Scholar, Geotechnical Engineering Group, Council of Scientific and Industrial Research, Central Building Research Institute, Roorkee, Uttarakhand 247667, India; Academy of Scientific and Innovative Research, Ghaziabad, Uttar Pradesh 201002, India. ORCID: https://orcid.org/0000-0002-5094-2333. Email: [email protected]
Senior Scientist, Geotechnical Engineering Group, Council of Scientific and Industrial Research, Central Building Research Institute, Roorkee, Uttarakhand 247667, India; Assistant Professor, Academy of Scientific and Innovative Research, Ghaziabad, Uttar Pradesh 201002, India (corresponding author). ORCID: https://orcid.org/0000-0002-6017-725X. Email: [email protected]
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