Chapter
Mar 30, 2017
The Effect of Soil Depth and Box Culvert Geometry on the Static Soil-Culvert Interaction
Authors: O. Abuhajar, Ph.D. [email protected], T. Newson, Ph.D. [email protected], and H. El Naggar, Ph.D. [email protected]Author Affiliations
Publication: Geotechnical Frontiers 2017
Abstract
Soil arching is major factor that often controls the response of box culverts to static loads. The effect of relative stiffness between the culvert and the surrounding soil is critical in considering the complex soil-culvert interaction (SCI). In practice, box culverts can have different characteristic length scales in relation to vertical and horizontal soil stress changes. Therefore, the effect of box culvert size was investigated experimentally and numerically. In the present study, centrifuge tests were conducted to investigate the SCI considering the height of soil column and culvert geometry. The results were used to calibrate a numerical model to further investigate the response of the box culverts to static loads. The results have been evaluated for bending moment, soil pressure and soil culvert interaction factors. These results were then used to establish charts that may be employed to assess design values for box culverts.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2017 American Society of Civil Engineers.
History
Published online: Mar 30, 2017
Permissions
Request permissions for this article.
Authors
Affiliations
Geotechnical Research Center, Dept. of Civil and Environmental Engineering, Western Univ., 1151 Richmond St., London, ON, Canada N6A 5B9. E-mail: [email protected]
Geotechnical Research Center, Dept. of Civil and Environmental Engineering, Western Univ., 1151 Richmond St., London, ON, Canada N6A 5B9. E-mail: [email protected]
Geotechnical Research Center, Dept. of Civil and Environmental Engineering, Western Univ., 1151 Richmond St., London, ON, Canada N6A 5B9. 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.