Discussion of “Bearing Capacity of Shallow Strip Foundations in Sand under Eccentric and Oblique Loads” by R. Ganesh, Sunil Khuntia, and Jagdish Prasad Sahoo
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: International Journal of Geomechanics
Volume 18, Issue 5
Get full access to this article
View all available purchase options and get full access to this article.
References
Hansen, J. B. (1970). “A revised and extended formula for bearing capacity.” DGI Bull. No. 28, Danish Geotechnical Institute, Copenhagen, Denmark, 5–11.
Loukidis, D., Chakraborty, T., and Salgado, R. (2008). “Bearing capacity of strip footings on purely frictional soil under eccentric and inclined loads.” Can. Geotech. J., 45(6), 768–787.
Meyerhof, G. G. (1963). “Some recent research on the bearing capacity of foundations.” Can. Geotech. J., 1(1), 16–26.
Patra, C. R., Behara, R. N., Sivakugan, N., and Das, B. (2012). “Ultimate bearing capacity of shallow strip foundation under eccentrically inclined load, Part I.” Int. J. Geotech. Eng., 6(3), 343–352.
Vesic, A. S. (1973). “Analysis of ultimate loads of shallow foundations.” J. Soil Mech. Found. Div., 99(1), 45–73.
Information & Authors
Information
Published In
Copyright
© 2018 American Society of Civil Engineers.
History
Received: Jan 20, 2017
Accepted: May 4, 2017
Published online: Feb 16, 2018
Published in print: May 1, 2018
Discussion open until: Jul 16, 2018
Permissions
Request permissions for this article.
Authors
Affiliations
Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Rourkela, India. E-mail: [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.