Impact resistance of filled concrete box sections
2013-08
Loading...
View/Download File
Persistent link to this item
Statistics
View StatisticsJournal Title
Journal ISSN
Volume Title
Title
Impact resistance of filled concrete box sections
Authors
Published Date
2013-08
Publisher
Type
Thesis or Dissertation
Abstract
The purpose of this research is to analyze the effects of drop-weight impact tests on filled concrete box sections. Research in other areas of soil filled container walls has proved favorable in blast loading environments suggesting a concrete system may also work well. In the experiment, thirty different box sections were cast and broken via drop weight test with six different fill materials. The testing yielded that compacted sand is the most favorable fill material for the sections. The research results indicate that further testing and applications should use compacted sand as a fill material.
Description
University of Minnesota M.S. thesis. August 2013. Major: Civil Engineering. Advisor: Eric C. Musselman. 1 computer file (PDF); vii, 197 pages, appendix p. 120-197.
Related to
Replaces
License
Series/Report Number
Funding information
Isbn identifier
Doi identifier
Previously Published Citation
Other identifiers
Suggested citation
Bruhn, Christopher Michael. (2013). Impact resistance of filled concrete box sections. Retrieved from the University Digital Conservancy, https://hdl.handle.net/11299/160059.
Content distributed via the University Digital Conservancy may be subject to additional license and use restrictions applied by the depositor. By using these files, users agree to the Terms of Use. Materials in the UDC may contain content that is disturbing and/or harmful. For more information, please see our statement on harmful content in digital repositories.