TRIAXIAL AND SHEAR TESTING OF SELECTED BACKFILL MATERIALS

Kramer, N. E.

United States. Department of Energy. Yucca Mountain Project Office.

关键词: Limestone;    Radioactive Waste Facilities;    Backfilling;    36 Materials Science;    Materials Testing;   

DOI  :  10.2172/891094
RP-ID  :  TDR-EBS-MD-000011, REV 00
RP-ID  :  DE-AC08-91RW00134
RP-ID  :  891094

美国|英语

来源: UNT Digital Library

【 摘 要 】

The Subsurface Performance Testing Section is performing tests in the Department of Energy's Atlas Facility to evaluate the performance of various backfill materials. Triaxial and shear tests were conducted on select backfill materials. The specific materials tested were: crushed tuff, overton sand, 4- 10 silica sand, 1/4'' dolostone/marble, and limestone. The objective of this report is to provide an estimated value for Poisson's ratio, determine internal friction angle, and stress-strain modulus of the backfill materials that were tested. These basic parameters are necessary for the selection of a backfill material to be included in the repository. This report transmits the results in both hardcopy and electronic formats plus describes the methodology and interpretation of the results. No conclusions will be drawn about the test results, as this will be the purview of other reports. The scope of this report is to use the triaxial and shear testing information and calculate, the internal friction angle, stress-strain modulus, and provide an estimate of Poisson's ratio (Sowers 1979, p. 199) of the selected backfill materials. Standard laboratory procedures, mentioned in Section 2 of this report, were used.