Reproducibility of direct shear tests conducted on granular backfill materials

被引:0
|
作者
Bareither, Christopher A. [1 ]
Benson, Craig H. [1 ]
Edil, Tuncer B. [1 ]
机构
[1] Univ Wisconsin, Madison, WI 53706 USA
来源
GEOTECHNICAL TESTING JOURNAL | 2008年 / 31卷 / 01期
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中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Intra-laboratory and inter-laboratory testing was conducted to assess the bias, repeatability, and reproducibility of the shear strength of compacted granular backfill materials tested in direct shear using AASHTO T 236. Inter-laboratory testing was conducted by ten laboratories using four granular backfill materials. Triaxial compression tests were also conducted on the granular backfill materials to establish a reference friction angle (phi') for computing bias. Comparison of failure envelopes and friction angles from the intra-laboratory study showed that the test method is highly repeatable (phi' +/-0.1 degrees) when conducted in a single laboratory by a single operator using the same equipment. In contrast, data from the inter-laboratory study showed high variability in the failure envelopes and friction angles, with phi' varying by as much as 18.2 degrees for a given backfill. Analysis of the data from the inter-laboratory study showed that the reproducibility of direct shear tests on granular backfill is 8.8 degrees. The bias in phi' is -2.5 degrees when area corrections are not applied and -1.5 degrees when area corrections are applied.
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页码:84 / 94
页数:11
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