Discussion of “Load–Settlement Response and Bearing Capacity of a Surface Footing Located over a Conduit Buried within a Soil Slope” by M. U. A. Khan and S. K. Shukla
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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 21, Issue 10
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References
ASTM. 2011. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487. West Conshohocken, PA: ASTM.
Badie, A., and M. C. Wang. 1984. “Stability of spread footing over void in clay.” J. Geotech. Eng. 110 (11): 1591–1605. https://doi.org/10.1061/(ASCE)0733-9410(1984)110:11(1591).
Bulson, P. S. 1985. Buried structures: Static and dynamic strength. London: Chapman & Hall.
Srivastava, A., C. R. Goyal, and A. Raghuvanshi. 2013. “Load settlement response of footing placed over buried flexible pipe through a model plate load test.” Int. J. Geomech. 13 (4): 477–481. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000228.
Wang, M. C., and A. Badie. 1985. “Effect of underground void on foundation stability.” J. Geotech. Eng. 111 (8): 1008–1019. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:8(1008).
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International Journal of Geomechanics
Volume 21 • Issue 10 • October 2021
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Dec 15, 2020
Accepted: Jan 22, 2021
Published online: Jul 29, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 29, 2021
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P.Eng.
Managing Director, GAEA Engineering Ltd, 33 Ashby Field Rd., Brampton, ON, Canada L6X0R4. ORCID: https://orcid.org/0000-0003-4513-2341. Email: [email protected]
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