Award Date
1-1-2007
Degree Type
Thesis
Degree Name
Master of Engineering (ME)
Department
Civil and Environmental Engineering
First Committee Member
Moses Karakouzian
Number of Pages
120
Abstract
The high-level nuclear waste repository at Yucca Mountain includes tuff containing lithophysae or natural voids. This study investigated the effect of voids (porosity, distribution, shape and size) on the mechanical properties of cubes of analog lithophysal tuff (HydroStoneTB). A systematic study was made using three different randomly generated patterns of voids varying in shape, size, and geometrical distribution over a void porosity range of 0 to 30%. Each specified void pattern was cast into 6 in. length cubes, in triplicate, and was tested under uniaxial compression to find uniaxial compressive strength (UCS) and Young's Modulus (E); The results indicate that the UCS and E values decrease with increasing specimen void porosity. From solid specimens there is roughly an 80 percent drop in UCS and a 45 percent drop in E at about 20 percent void porosity. Shape and size of void has significant effect on UCS values, but not on E values. Comparing the three different geometrical patterns, no significant differences in properties resulted.
Keywords
Compression; Geometry; Influence; Like; Lithophysal; Rock; Tuff; Uniaxial
Controlled Subject
Civil engineering
File Format
File Size
3328 KB
Degree Grantor
University of Nevada, Las Vegas
Language
English
Permissions
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Repository Citation
Chawla, Manisha, "Influence of lithophysal geometry on uniaxial compression of tuff-like rock" (2007). UNLV Retrospective Theses & Dissertations. 2156.
http://dx.doi.org/10.25669/xk5v-a0ff
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