DISCUSSIONS AND CLOSURES
Nov 13, 2009

Closure to “Reliability Index for Serviceability Limit State of Building Foundations” by Yu Wang and Fred H. Kulhawy

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 12
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

References

Barker, R. M., Duncan, J. M., Rojiani, K. B., Ooi, P. S. K., Tan, C. K., and Kim, S. G. (1991). “Manuals for design of bridge foundations.” NCHRP Report 343, Transportation Research Board, Washington, D.C.
Becker, D. E. (1996). “Limit state design for foundations—Part II: Development for national building code of Canada.” Can. Geotech. J., 33(6), 984–1007.
Benjamin, J. R., and Cornell, C. A. (1970). Probability, statistics, and decision for civil engineers, McGraw-Hill, New York, 406–407.
Hirany, A., and Kulhawy, F. H. (1988). “Conduct and interpretation of load tests on drilled shaft foundations.” Report EL-5915, Electric Power Research Institute, Palo Alto, Calif.
Hirany, A., and Kulhawy, F. H. (1989). “Interpretation of load tests on drilled shafts—Part I: Axial compression.” Proc., Foundation Engineering: Current Principles and Practices (GSP 22), F. H. Kulhawy, ed., ASCE, New York, 1132–1149.
Kulhawy, F. H., and Chen, J.-R. (2005). “Axial compression behavior of augered cast-in-place (ACIP) piles in cohesionless soils.” Proc., Advances in Designing and Testing Deep Foundations (GSP 129), ASCE, Reston, 275–289.
Kulhawy, F. H., and Hirany, A. (1997). “What is foundation failure?” Proc., Int. Conf. on Foundation Failure, T. W. Hulme and Y. S. Lau, eds., 35–41.
Kulhawy, F. H., and Phoon, K. K. (2006). “Some critical issues in Geo-RBD calibrations for foundations.” Proc., Geotechnical Engineering in the Information Technology Age (CD-ROM), D. J. DeGroot, J. T. DeJong, J. D. Frost, and L. G. Baise, eds., ASCE, Reston, Va.
Meyerhof, G. G. (1995). “Development of geotechnical limit state design.” Can. Geotech. J., 32(1), 128–136.
Phoon, K. K., Kulhawy, F. H., and Grigoriu, M. D. (1995). “Reliability-based design of foundations for transmission line structures.” Report TR-105000, Electric Power Research Institute, Palo Alto, Calif.
Phoon, K. K., Kulhawy, F. H., and Grigoriu, M. D. (2003a). “Development of a reliability-based design framework for transmission line structure foundations.” J. Geotech. Geoenviron. Eng., 129(9), 798–806.
Phoon, K. K., Kulhawy, F. H., and Grigoriu, M. D. (2003b). “Multiple resistance factor design (MRFD) for shallow transmission line structure foundations.” J. Geotech. Geoenviron. Eng., 129(9), 807–818.
U.S. Army Corps of Engineers (USACE). (1997). “Engineering and design: introduction to probability and reliability methods for use in geotechnical engineering.” Engineer Technical Letter 1110–2–547, USACE, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 135Issue 12December 2009
Pages: 2013 - 2014

History

Received: Aug 23, 2009
Accepted: Aug 24, 2009
Published online: Nov 13, 2009
Published in print: Dec 2009

Permissions

Request permissions for this article.

Authors

Affiliations

Asst. Prof., Dept. of Building and Construction, City Univ. of Hong Kong, Tat Chee Avenue, Kowloon, Hong Kong. E-mail: [email protected]
Fred H. Kulhawy [email protected]
Prof. Emeritus, School of Civil and Environmental Engineering, Cornell Univ., Hollister Hall, Ithaca, NY 14853-3501. 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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share