Published Online: 16 August 2007
Page Count: 11
Bareither, Christopher A.
Graduate Research Assistant, Geological Engineering, University of Wisconsin-Madison, Madison, WI
Benson, Craig H.
Professor and Kellet Fellow, Geological Engineering, University of Wisconsin-Madison, Madison, WI
Edil, Tuncer B.
Professor and Chairman, Geological Engineering, University of Wisconsin-Madison, Madison, WI
(Received 26 October 2006; accepted 17 June 2007)
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 (ϕ′) for computing bias. Comparison of failure envelopes and friction angles from the intra-laboratory study showed that the test method is highly repeatable (ϕ′±0.1°) 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 ϕ′ varying by as much as 18.2° 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°. The bias in ϕ′ is −2.5° when area corrections are not applied and −1.5° when area corrections are applied.
Paper ID: GTJ100878