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
关键词
D O I
暂无
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.
引用
收藏
页码:84 / 94
页数:11
相关论文
共 50 条
  • [31] The influence of particle elongations on direct shear behaviour of granular materials using DEM
    Kodicherla, Shiva Prashanth Kumar
    Gong, Guobin
    Yang, Z. X.
    Krabbenhoft, Kristian
    Fan, Lei
    Moy, Charles K. S.
    Wilkinson, Stephen
    GRANULAR MATTER, 2019, 21 (04)
  • [32] Influence of shear speed and normal stress on the shear behavior and shear zone structure of granular materials in naturally drained ring shear tests
    Hiroshi Fukuoka
    Kyoji Sassa
    Gonghui Wang
    Landslides, 2007, 4
  • [33] Influence of shear speed and normal stress on the shear behavior and shear zone structure of granular materials in naturally drained ring shear tests
    Fukuoka, Hiroshi
    Sassa, Kyoji
    Wang, Gonghui
    LANDSLIDES, 2007, 4 (01) : 63 - 74
  • [34] Numerical simulation of shear tests with DDA considering change of pore pressure in granular materials
    Ishikawa, T
    Tamaki, K
    Ohnishi, Y
    Miki, S
    CONTRIBUTION OF ROCK MECHANICS TO THE NEW CENTURY, VOLS 1 AND 2, 2004, : 1227 - 1232
  • [35] Study of the shear behavior of binary granular materials by DEM simulations and experimental triaxial tests
    Wu, Kai
    Remond, Sebastien
    Abriak, NorEdine
    Pizette, Patrick
    Becquart, Frederic
    Liu, Songyu
    ADVANCED POWDER TECHNOLOGY, 2017, 28 (09) : 2198 - 2210
  • [36] Experimental study on crushable coarse granular materials during monotonic simple shear tests
    Liu, Sihong
    Mao, Hangyu
    Wang, Yishu
    Weng, Liping
    GEOMECHANICS AND ENGINEERING, 2018, 15 (01) : 687 - 694
  • [37] Laboratory Model Study for Granular Pile with Various Backfill Materials
    Al-Waily, Maki Jafar Mohammed
    2012 FIRST NATIONAL CONFERENCE FOR ENGINEERING SCIENCES (FNCES), 2012,
  • [38] Direct Modeling of Granular Materials
    Tahmasebi, Pejman
    Sahimi, Muhammad
    Andrade, Jose
    POROMECHANICS VI: PROCEEDINGS OF THE SIXTH BIOT CONFERENCE ON POROMECHANICS, 2017, : 1436 - 1442
  • [39] Discrete modelling results of a direct shear test for granular materials versus FE results
    J. Kozicki
    M. Niedostatkiewicz
    J. Tejchman
    H.-B. Muhlhaus
    Granular Matter, 2013, 15 : 607 - 627
  • [40] Discrete modelling results of a direct shear test for granular materials versus FE results
    Kozicki, J.
    Niedostatkiewicz, M.
    Tejchman, J.
    Muhlhaus, H. -B.
    GRANULAR MATTER, 2013, 15 (05) : 607 - 627