메뉴 건너뛰기




Volumn 13, Issue 1, 2007, Pages 63-70

Stress-strain analysis in the soil sample during laboratory testing

Author keywords

Finite element method; Oedometer; Shear box; Soil strength; Stress strain distribution; Triaxial test

Indexed keywords

COMPUTER SIMULATION; FINITE ELEMENT METHOD; PLASTIC DEFORMATION; STRAIN; STRENGTH OF MATERIALS; STRESS ANALYSIS;

EID: 33847384568     PISSN: 13923730     EISSN: 18223605     Source Type: Journal    
DOI: 10.1080/13923730.2007.9636420     Document Type: Article
Times cited : (20)

References (25)
  • 4
    • 85167985860 scopus 로고
    • Observational approach to membrane and area corrections in triaxial tests
    • Donaghe R.T., Chaney R.C., Silver M.L., (eds), Philadelphia
    • LA ROCHELLE, P., LEROUEIL, S., TRAK, B., BLAIS-LEROUX, L., and TAVENAS, F., 1988. “ Observational approach to membrane and area corrections in triaxial tests ”. In Advanced triaxial testing of soil and rock. ASTM STP 977 Edited by:Donaghe, R. T., Chaney, R. C., and Silver, M. L., 715–731. Philadelphia
    • (1988) Advanced triaxial testing of soil and rock. ASTM STP 977 , pp. 715-731
    • La Rochelle, P.1    Leroueil, S.2    Trak, B.3    Blais-Leroux, L.4    Tavenas, F.5
  • 5
    • 0007675411 scopus 로고    scopus 로고
    • Variations in membrane contact patterns of reconstituted sand specimens
    • Dec
    • SAUSSUS, D. R., FROST, D., and ASHMAWY, A. K., 2000. Variations in membrane contact patterns of reconstituted sand specimens. Geotechnical Testing Journal, 23(4) Dec:522–531.
    • (2000) Geotechnical Testing Journal , vol.23 , Issue.4 , pp. 522-531
    • Saussus, D.R.1    Frost, D.2    Ashmawy, A.K.3
  • 7
    • 84886377114 scopus 로고
    • Effects of height-to-diameter ratio in triaxial specimens on the behaviour of cross-anisotropic sand
    • Donaghe R.T., Chaney R.C., Silver M.L., (eds), Philadelphia
    • LADE, P. V., and WASIF, U., 1988. “ Effects of height-to-diameter ratio in triaxial specimens on the behaviour of cross-anisotropic sand ”. In Advanced triaxial testing of soil and rock. ASTM STP 977 Edited by:Donaghe, R. T., Chaney, R. C., and Silver, M. L., 706–714. Philadelphia
    • (1988) Advanced triaxial testing of soil and rock. ASTM STP 977 , pp. 706-714
    • Lade, P.V.1    Wasif, U.2
  • 8
    • 85167982758 scopus 로고
    • Effects of end conditions on triaxial compressive strength for cohesionless soil
    • Donaghe R.T., Chaney R.C., Silver M.L., (eds), Philadelphia
    • GOTO, S., and TATSUOKA, F., 1988. “ Effects of end conditions on triaxial compressive strength for cohesionless soil ”. In Advanced triaxial testing of soil and rock. ASTM STP 977 Edited by:Donaghe, R. T., Chaney, R. C., and Silver, M. L., 692–705. Philadelphia
    • (1988) Advanced triaxial testing of soil and rock. ASTM STP 977 , pp. 692-705
    • Goto, S.1    Tatsuoka, F.2
  • 9
    • 0001638098 scopus 로고
    • The influences of end restraint on the compression strength of a cohesionless soil
    • BISHOP, A. W., and GREEN, G. E., 1965. The influences of end restraint on the compression strength of a cohesionless soil. Geotechnique, 15(3):243–265.
    • (1965) Geotechnique , vol.15 , Issue.3 , pp. 243-265
    • Bishop, A.W.1    Green, G.E.2
  • 10
    • 3242861474 scopus 로고
    • Use of lubricated and conventional end platens in triaxial tests on sands
    • RAJU, V. S., SADASIVAN, S. K., and VENKATARAMAN, M., 1972. Use of lubricated and conventional end platens in triaxial tests on sands. Soils and Foundations, 12(4):35–43.
    • (1972) Soils and Foundations , vol.12 , Issue.4 , pp. 35-43
    • Raju, V.S.1    Sadasivan, S.K.2    Venkataraman, M.3
  • 11
    • 0021391027 scopus 로고
    • Behaviour of lubrication layers of platens in elements tests
    • TATSUOKA, F., MOLENKAMP, F., TORII, T., and HINO, T., 1984. Behaviour of lubrication layers of platens in elements tests. Soils and Foundations, 24(1):113–128.
    • (1984) Soils and Foundations , vol.24 , Issue.1 , pp. 113-128
    • Tatsuoka, F.1    Molenkamp, F.2    Torii, T.3    Hino, T.4
  • 13
    • 85135111078 scopus 로고
    • The effect of end restraint on volume change and particle breakage of sands in triaxial tests
    • Donaghe R.T., Chaney R.C., Silver M.L., (eds), Philadelphia
    • UENG, T.-S., TZOU, Y.-M., and LEE, C.-J., 1988. “ The effect of end restraint on volume change and particle breakage of sands in triaxial tests ”. In Advanced triaxial testing of soil and rock. ASTM STP 977 Edited by:Donaghe, R. T., Chaney, R. C., and Silver, M. L., 679–691. Philadelphia
    • (1988) Advanced triaxial testing of soil and rock. ASTM STP 977 , pp. 679-691
    • Ueng, T.1    Tzou, Y.2    Lee, C.3
  • 14
    • 0026312162 scopus 로고
    • Proc of the 7th International Conference on Computer Methods and Advances in Geomechanics, Balkema, Rotterdam.
    • AIREY, D. W., 1991. Finite element analyses of triaxial tests with different end and drainage conditions. Proc of the 7th International Conference on Computer Methods and Advances in Geomechanics. 1991, Balkema, Rotterdam. Vol. 1, pp. 225–230.
    • (1991) Finite element analyses of triaxial tests with different end and drainage conditions , vol.1 , pp. 225-230
    • Airey, D.W.1
  • 15
    • 2942545683 scopus 로고    scopus 로고
    • Numerical assessment of the influence of end conditions on constitutive behaviour of geomaterials
    • June
    • JEREMIC, B., YANG, Z., and STURE, S., 2004. Numerical assessment of the influence of end conditions on constitutive behaviour of geomaterials. Journal of Engineering Mechanics, 130(6) June:741–745.
    • (2004) Journal of Engineering Mechanics , vol.130 , Issue.6 , pp. 741-745
    • Jeremic, B.1    Yang, Z.2    Sture, S.3
  • 16
    • 3142777848 scopus 로고    scopus 로고
    • Deformation characteristic of silty clay subjected to triaxial loading by computerised tomography
    • SUN, H., CHEN, J. F., and GE, X. R., 2004. Deformation characteristic of silty clay subjected to triaxial loading by computerised tomography. Geotechnique, 54(5):307–314.
    • (2004) Geotechnique , vol.54 , Issue.5 , pp. 307-314
    • Sun, H.1    Chen, J.F.2    Ge, X.R.3
  • 19
    • 2942560872 scopus 로고    scopus 로고
    • Discrete element method and its application to the analysis of penetration into granular media
    • BALEVICIUS, R., DZIUGYS, A, and KACIANAUSKAS, R., 2004. Discrete element method and its application to the analysis of penetration into granular media. Journal of Civil Engineering and Management, 11(2):3–14.
    • (2004) Journal of Civil Engineering and Management , vol.11 , Issue.2 , pp. 3-14
    • Balevicius, R.1    Dziugys, A.2    Kacianauskas, R.3
  • 21
    • 85024148602 scopus 로고    scopus 로고
    • Proc. of the 11th International Conference on Computer Methods and Advances in Geotechnics, Torino. : June
    • MECSI, J., 2005. Alteration of soil stress/strain condition in the surrounding of the base of pile. Proc. of the 11th International Conference on Computer Methods and Advances in Geotechnics. June19–242005, Torino. pp. 515–523.
    • (2005) Alteration of soil stress/strain condition in the surrounding of the base of pile , pp. 515-523
    • Mecsi, J.1
  • 23
    • 0033511180 scopus 로고    scopus 로고
    • Proc of the 12th European Conference on Soil Mechanics and Geotechnical Engineering, Amsterdam. : June
    • ALIKONIS, A., AMŠIEJUS, J., and STRAGYS, V., 1999. Improvement of shear box apparatus and methodology of test. Proc of the 12th European Conference on Soil Mechanics and Geotechnical Engineering. June7–101999, Amsterdam. pp. 1053–1057.
    • (1999) Improvement of shear box apparatus and methodology of test , pp. 1053-1057
    • Alikonis, A.1    Amšiejus, J.2    Stragys, V.3
  • 25
    • 33847348306 scopus 로고    scopus 로고
    • Analysis of methods for determining soil shear strength design
    • (in Lithuanian)
    • AMŠIEJUS, J., 2000. Analysis of methods for determining soil shear strength design. Statyba (Civil Engineering), 6 (2):120–127. (in Lithuanian)
    • (2000) Statyba (Civil Engineering) , vol.6 , Issue.2 , pp. 120-127
    • Amšiejus, J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.