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
This article is a reply.
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
Get full access to this article
View all available purchase options and get full access to this article.
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).
Information & Authors
Information
Published In
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
Permissions
Request permissions for this article.
Authors
Affiliations
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]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.