Chapter
Mar 28, 2013
Calibration of LRFD-Based Resistance Factors for Soil Nail Pullout
Publication: Foundation Engineering in the Face of Uncertainty: Honoring Fred H. Kulhawy
Abstract
This paper presents the results of the calibration of resistance factors for the pullout capacity of soil nails in three types of soil. The data and statistical parameters used in this calibration were obtained in a recent research program. The calibration was conducted using reliability methods, where the target reliability index was selected to be representative of structures with a relatively high degree of redundancy. The calibration used a Monte Carlo simulation with up to 10,000 random simulations for each variable. Calibrated resistance factors used in LRFD design were found to provide results that, on average, are comparable to those obtained using safety factors currently used in practice.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2013 American Society of Civil Engineers.
History
Published online: Mar 28, 2013
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Calibration
- Design (by type)
- Engineering fundamentals
- Geomechanics
- Geotechnical data
- Geotechnical engineering
- Geotechnical investigation
- Load and resistance factor design
- Load factors
- Mathematics
- Measurement (by type)
- Parameters (statistics)
- Pullout behavior
- Retaining structures
- Soil classification
- Soil dynamics
- Soil mechanics
- Soil nailing
- Statistics
- Structural design
- Structural reliability
- Uplifting behavior
Authors
Affiliations
Sr. Associate, Schnabel Engineering, 1300 Piccard Dr., Ste. LL-14, Rockville, MD 20850. 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.
Cited by
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.