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University of Minnesota

Impact resistance of filled concrete box sections

Abstract

dc:description.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.

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Bruhn, Christopher Michael

Subjects

dc:subject × 6

Rights

Language dc:language.iso
en_US

Identifiers

dc:identifier.*
Repository record dc:identifier.uri
http://purl.umn.edu/160059
OAI identifier oai:identifier
oai:conservancy.umn.edu:11299/160059

Chain of custody

source
Harvested from
University of Minnesota
Base URL
conservancy.umn.edu/server/oai/request
Last updated
2026-07-24
Source record
OAI-PMH GetRecord
related terms
citation

Bruhn, Christopher Michael. Impact resistance of filled concrete box sections. 2013. http://purl.umn.edu/160059