메뉴 건너뛰기




Volumn 34, Issue 3, 2011, Pages

A rigid-flexible boundary true triaxial apparatus for testing soils in a three-dimensional stress state

Author keywords

Friction; Soil; Strain; Strength; Stress; True triaxial

Indexed keywords

ELASTICITY; FRICTION; LOADS (FORCES); SOIL TESTING; SOILS; STRAIN; STRESSES; STRUCTURAL DESIGN; TRIBOLOGY;

EID: 79955779321     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: 10.1520/GTJ102886     Document Type: Conference Paper
Times cited : (17)

References (25)
  • 1
    • 0037328979 scopus 로고    scopus 로고
    • Effects of cross anisotropy on three-dimensional behavior of sand. I: Stress-strain behavior and shear banding
    • DOI 10.1061/(ASCE)0733-9399(2003)129:2(160)
    • Abelev, A. V. and Lade, P. V., 2003, "Effects of Cross-Anisotropy on Three-Dimensional Behaviour of Sand: Stress-Strain Behaviour and Shear Banding," J. Eng. Mech., Vol. 129(2), pp. 160- 166. (Pubitemid 36225643)
    • (2003) Journal of Engineering Mechanics , vol.129 , Issue.2 , pp. 160-166
    • Abelev, A.V.1    Lade, P.V.2
  • 2
    • 2342523982 scopus 로고    scopus 로고
    • Characterization of failure in cross-anisotropic soils
    • DOI 10.1061/(ASCE)0733-9399(2004)130:5(599)
    • Abelev, A. V. and Lade, P. V., 2004, "Characterization of Failure in Cross-Anisotropic Soils," J. Eng. Mech., Vol. 130(5), pp. 599- 606. (Pubitemid 38587297)
    • (2004) Journal of Engineering Mechanics , vol.130 , Issue.5 , pp. 599-606
    • Abelev, A.V.1    Lade, P.V.2
  • 3
    • 85167974770 scopus 로고
    • The cambridge true triaxial apparatus
    • ASTM STP 977, ASTM International, West Conshohocken, PA
    • Airey, D.W. andWood, D. M., 1988, "The CambridgeTrueTriaxial Apparatus," Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, ASTM International, West Conshohocken, PA, pp. 796-805.
    • (1988) Advanced Triaxial Testing of Soil and Rock , pp. 796-805
    • Airey, D.W.1    Wood, D.M.2
  • 4
    • 28744458950 scopus 로고    scopus 로고
    • A true triaxial apparatus for soil testing with mixed boundary conditions
    • GTJ12679
    • Alshibli, K. A. and Williams, H. S., 2005, "A True Triaxial Apparatus for Soil Testing with Mixed Boundary Conditions," Geotech. Test. J., Vol. 28(6), pp. 534-543. (Pubitemid 41756441)
    • (2005) Geotechnical Testing Journal , vol.28 , Issue.6 , pp. 534-543
    • Alshibli, K.A.1    Williams, H.S.2
  • 5
    • 33845595671 scopus 로고    scopus 로고
    • Evaluation of quasi-elastic properties of gravel using a large-scale true triaxial apparatus
    • GTJ100221
    • AnhDan, L., Koseki, J., and Sato, T., 2006, "Evaluation of Quasi- Elastic Properties of Gravel Using a Large-Scale True Triaxial Apparatus," Geotech. Test. J., Vol. 29(5), pp. 374-384. (Pubitemid 44933673)
    • (2006) Geotechnical Testing Journal , vol.29 , Issue.5 , pp. 374-384
    • AnhDan, L.1    Koseki, J.2    Sato, T.3
  • 6
    • 0001936194 scopus 로고
    • Cubical devices: Versatility and constraints
    • ASTM STP 977, ASTM International, West Conshohocken, PA
    • Arthur, J. R. F., 1988, "Cubical Devices: Versatility and Constraints," AdvancedTriaxialTesting of Soil and Rock,ASTM STP 977, ASTM International, West Conshohocken, PA, pp. 743- 765.
    • (1988) AdvancedTriaxialTesting of Soil and Rock , pp. 743-765
    • Arthur, J.R.F.1
  • 8
    • 79955781737 scopus 로고    scopus 로고
    • GCTS, Information sheet on Poly-Axial Test System (SPAX-2000),", (Last accessed June 14, 2010
    • GCTS, 2007, Information sheet on "Poly-Axial Test System (SPAX-2000)," www.gcts.com (Last accessed June 14, 2010).
    • (2007) Information sheet on Poly-axial Test System (SPAX-2000)
  • 9
    • 79955768052 scopus 로고
    • Geotechnical engineering office (GEO)
    • 2nd ed., Civil Engineering Department, Hong Kong
    • Geotechnical Engineering Office (GEO), 1993, Guide to Retaining Wall Design (Geoguide 1), 2nd ed., Civil Engineering Department, Hong Kong.
    • (1993) Guide to Retaining Wall Design (Geoguide 1)
  • 11
    • 0002305223 scopus 로고
    • Strength and deformation of sand measured in an independent stress control cell
    • Cambridge, UK, March 29-31, 1971, R. H. G. Parry, Ed., G.T. Foulis and Co. Ltd., Henley-on-Thames, UK
    • Green, G. E., 1971, "Strength and Deformation of Sand Measured in an Independent Stress Control Cell," Proceedings of the Roscoe Memorial Symposium, Stress-Strain Behaviour of Soils, Cambridge, UK, March 29-31, 1971, R. H. G. Parry, Ed., G.T. Foulis and Co. Ltd., Henley-on-Thames, UK, pp. 285-323.
    • (1971) Proceedings of the Roscoe Memorial Symposium, Stress-Strain Behaviour of Soils , pp. 285-323
    • Green, G.E.1
  • 12
    • 17044411922 scopus 로고    scopus 로고
    • Small strain deformation characteristics of sedimentary soft mudstone from true triaxial tests
    • Torino, Italy, September 28- 30, 1999, M. Jamiolkowski, R. Lancellotta, and D. C. F. Lo Presti, Eds, Balkema, Rotterdam, Brookfield, VT
    • Hayno, K., Koeski, J., Sato, T., and Tatsuoka, F. 1999, "Small Strain Deformation Characteristics of Sedimentary Soft Mudstone from True Triaxial Tests," Pre-Failure Deformation Characteristics of Geomaterials: Torino 99, Torino, Italy, September 28- 30, 1999, M. Jamiolkowski, R. Lancellotta, and D. C. F. Lo Presti, Eds., Vol. 1, Balkema, Rotterdam, Brookfield, VT, pp. 191-198.
    • (1999) Pre-Failure Deformation Characteristics of Geomaterials: Torino 99 , vol.1 , pp. 191-198
    • Hayno, K.1    Koeski, J.2    Sato, T.3    Tatsuoka, F.4
  • 13
    • 0036749504 scopus 로고    scopus 로고
    • The danish rigid boundary true triaxial apparatus for soil testing
    • Ibsen, L. B. and Praastrup, U., 2002, "The Danish Rigid Boundary True Triaxial Apparatus for Soil Testing," Geotech. Test. J., Vol. 25(3), pp. 1-12.
    • (2002) Geotech. Test. J. , vol.25 , Issue.3 , pp. 1-12
    • Ibsen, L.B.1    Praastrup, U.2
  • 14
    • 0002084099 scopus 로고
    • A new soil testing apparatus
    • Ko, H. Y. and Scott, R. F., 1967, "A New Soil Testing Apparatus," Geotechnique, Vol. 17(1), pp. 40-57.
    • (1967) Geotechnique , vol.17 , Issue.1 , pp. 40-57
    • Ko, H.Y.1    Scott, R.F.2
  • 16
    • 0015670841 scopus 로고
    • Cubical triaxial tests on cohesionless soil
    • (Engl. Transl.)
    • Lade, P. V. and Duncan, J. M., 1973, "Cubical Triaxial Tests on Cohesionless Soil," Soil Mech. Found. Eng. (Engl. Transl.), Vol. 99, pp. 793-812.
    • (1973) Soil Mech. Found. Eng. , vol.99 , pp. 793-812
    • Lade, P.V.1    Duncan, J.M.2
  • 17
    • 0016568353 scopus 로고
    • Elastoplastic Stress-Strain theory for cohesionless soil
    • Lade, P. V. and Duncan, J. M., 1975, "Elastoplastic Stress-Strain Theory for Cohesionless Soil," J. Geotech. Engrg. Div., Vol. 101, pp. 1037-1053.
    • (1975) J. Geotech. Engrg. Div. , vol.101 , pp. 1037-1053
    • Lade, P.V.1    Duncan, J.M.2
  • 18
    • 0010897304 scopus 로고
    • A new true triaxial apparatus
    • Cambridge, UK, March 29-31, 1971, R. H. G. Parry, Ed., G.T. Foulis and Co. Ltd., Henley-on-Thames, UK
    • Pearce, J. A., 1972, "A NewTrue Triaxial Apparatus," Proceedings of the Roscoe Memorial Symposium, Stress Strain Behaviour of Soils, Cambridge, UK, March 29-31, 1971, R. H. G. Parry, Ed., G.T. Foulis and Co. Ltd., Henley-on-Thames, UK, pp. 330-339.
    • (1972) Proceedings of the Roscoe Memorial Symposium, Stress Strain Behaviour of Soils , pp. 330-339
    • Pearce, J.A.1
  • 19
    • 0019713387 scopus 로고
    • State of the art: Laboratory strength testing of soils
    • Saada, A. S. and Townsend, F. C., 1981, "State of the Art: Laboratory Strength Testing of Soils," Laboratory Shear Strength of Soil,ASTM STP 740,ASTM International,West Conshohocken, PA, pp. 7-77. (Pubitemid 12470366)
    • (1981) ASTM Special Technical Publication , pp. 7-77
    • Saada, A.S.1    Townsend, F.C.2
  • 20
    • 0037237974 scopus 로고    scopus 로고
    • Effects of silt on three-dimensional stress-strain behavior of loose sand
    • DOI 10.1061/(ASCE)1090-0241(2003)129:1(1)
    • Shapiro, S. and Yamamuro, J. A., 2003, "Effects of Silt on Threedimensional Stress-Strain Behaviour of Loose Sand," J. Geotech. Geoenviron. Eng., Vol. 129(1), pp. 1-11. (Pubitemid 36117499)
    • (2003) Journal of Geotechnical and Geoenvironmental Engineering , vol.129 , Issue.1 , pp. 1-11
    • Shapiro, S.1    Yamamuro, J.A.2
  • 22
    • 0018446901 scopus 로고
    • Fluid cushion truly triaxial or multi-axial testing device
    • Sture, S. and Desai, C. S., 1979, "Fluid Cushion Truly Triaxial or Multi-axial Testing Device," Geotech. Test. J.,Vol. 2(1), pp. 20- 33. (Pubitemid 10420529)
    • (1979) Geotechnical Testing Journal , vol.2 , Issue.1 , pp. 20-33
    • Sture, S.1    Desai, C.S.2
  • 23
    • 85167969112 scopus 로고
    • Some recent developments intriaxialtesting systems for cohesionless soils
    • ASTM International,West Conshohocken, PA
    • Tatsuoka, F., 1988, "Some Recent Developments inTriaxialTesting Systems for Cohesionless Soils," Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, ASTM International,West Conshohocken, PA, pp. 7-67.
    • (1988) Advanced Triaxial Testing of Soil and Rock, ASTM STP 977 , pp. 7-67
    • Tatsuoka, F.1
  • 25
    • 79955755140 scopus 로고    scopus 로고
    • The Stress-Strain-Strength Behaviour of a completely composed granite soil measured using a new advanced true triaxial testing system
    • Goa, India, Oct 1-6, 2008 D. G. Singh, National Institute of Distaster Management and ASCE, NIDM, India
    • Yin, J. H. and Kumruzzaman, M., 2008, "The Stress-Strain- Strength Behaviour of a Completely Composed Granite Soil Measured Using a New Advanced True Triaxial Testing System," Proceedings of the 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), Goa, India, Oct 1-6, 2008, D. G. Singh, National Institute of Distaster Management and ASCE, NIDM, India, pp. 1571-1579.
    • (2008) Proceedings of the 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG) , pp. 1571-1579
    • Yin, J.H.1    Kumruzzaman, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.