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Volumn 31, Issue 1, 2008, Pages 84-94

Reproducibility of direct shear tests conducted on granular backfill materials

Author keywords

[No Author keywords available]

Indexed keywords

DIRECT SHEAR TESTS; DIRECT SHEARS; FAILURE ENVELOPES; FRICTION ANGLES; GRANULAR BACKFILLS; HIGH VARIABILITIES; LABORATORY STUDIES; REPRODUCIBILITY; TEST METHODS; TRIAXIAL COMPRESSION TESTS;

EID: 38549129420     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (25)

References (11)
  • 1
    • 38549170627 scopus 로고    scopus 로고
    • Shear Strength of Backfill Sands in Wisconsin,
    • MSc thesis, Department of Geological Engineering, University of Wisconsin-Madison, Madison, WI
    • Bareither, C. A., 2006, "Shear Strength of Backfill Sands in Wisconsin," MSc thesis, Department of Geological Engineering, University of Wisconsin-Madison, Madison, WI.
    • (2006)
    • Bareither, C.A.1
  • 4
    • 38549118575 scopus 로고
    • The Use of the Direct Shear Testing Machine in Foundation Engineering Practice
    • ASTM STP 131, American Society for Testing and Materials, Philadelphia, PA, pp
    • Converse, F. J., 1952, "The Use of the Direct Shear Testing Machine in Foundation Engineering Practice," Symposium on Direct Shear Testing of Soils, ASTM STP 131, American Society for Testing and Materials, Philadelphia, PA, pp. 75-80.
    • (1952) Symposium on Direct Shear Testing of Soils , pp. 75-80
    • Converse, F.J.1
  • 5
    • 85066492857 scopus 로고
    • Measurement and Geological Significance of Shape and Roundness of Sedimentary Particles
    • Krumbein, W. C., 1941, "Measurement and Geological Significance of Shape and Roundness of Sedimentary Particles," J. Sediment. Petrol., Vol. 11, No. 2, pp. 64-72.
    • (1941) J. Sediment. Petrol , vol.11 , Issue.2 , pp. 64-72
    • Krumbein, W.C.1
  • 6
    • 0003140358 scopus 로고
    • Preparing Test Specimens Using Undercompaction
    • Ladd, R. S., 1978, "Preparing Test Specimens Using Undercompaction," Geotech. Test. J., Vol. 1, No. 1, pp. 16-23.
    • (1978) Geotech. Test. J , vol.1 , Issue.1 , pp. 16-23
    • Ladd, R.S.1
  • 7
    • 2542465263 scopus 로고    scopus 로고
    • An Improved Direct Shear Apparatus for Sand
    • Lings, M. L. and Dietz, M. S., 2004, "An Improved Direct Shear Apparatus for Sand," Geotechnique, Vol. 54 No. 4, pp. 245-256.
    • (2004) Geotechnique , vol.54 , Issue.4 , pp. 245-256
    • Lings, M.L.1    Dietz, M.S.2
  • 9
    • 0001007013 scopus 로고
    • Experimental Friction Evaluation of Slipage between Geomembranes, Geotextiles and Soils
    • St. Paul, MN, IFAI, pp
    • Martin, J. P., Koerner, R. M., and Whitty, J. E., 1984, "Experimental Friction Evaluation of Slipage between Geomembranes, Geotextiles and Soils," Proceedings International Conference on Geosynthetics, St. Paul, MN, IFAI, pp. 191-196.
    • (1984) Proceedings International Conference on Geosynthetics , pp. 191-196
    • Martin, J.P.1    Koerner, R.M.2    Whitty, J.E.3
  • 10
    • 0023980787 scopus 로고
    • The Engineering Application of Direct and Simple Shear Testing
    • Matthews, M. C., 1988, "The Engineering Application of Direct and Simple Shear Testing," Ground Eng., Vol. 21, No. 2, pp. 13-21.
    • (1988) Ground Eng , vol.21 , Issue.2 , pp. 13-21
    • Matthews, M.C.1
  • 11
    • 0031234402 scopus 로고    scopus 로고
    • Interpretation of Direct Shear Box Testing of Sands as Quasi-Simple Shear
    • Shibuya, S., Mitachi, T., and Tamate, S., 1997, "Interpretation of Direct Shear Box Testing of Sands as Quasi-Simple Shear," Geotechnique, Vol. 47, No. 4, pp. 769-790.
    • (1997) Geotechnique , vol.47 , Issue.4 , pp. 769-790
    • Shibuya, S.1    Mitachi, T.2    Tamate, S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.