메뉴 건너뛰기




Volumn 4, Issue 2, 2009, Pages

Evaluation of soil shear strength parameters via triaxial testing by height versus diameter ratio of sample

Author keywords

Angle of internal friction; Cohesion; Height diameter ratio of sample; Soil shear strength parameters; Triaxial testing

Indexed keywords


EID: 68249084293     PISSN: 1822427X     EISSN: 18224288     Source Type: Journal    
DOI: 10.3846/1822-427X.2009.4.54-60     Document Type: Article
Times cited : (42)

References (17)
  • 2
    • 68249117109 scopus 로고    scopus 로고
    • Probabilistic assesment of soil shear strength parameters using triaxial test results
    • Amšiejus, J.; Dirgeliene, N. 2007. Probabilistic assesment of soil shear strength parameters using triaxial test results, The Baltic Journal of Road and Bridge Engineering 2(3):125-131.
    • (2007) The Baltic Journal of Road and Bridge Engineering , vol.2 , Issue.3 , pp. 125-131
    • Amšiejus, J.1    Dirgeliene, N.2
  • 3
    • 84869567532 scopus 로고    scopus 로고
    • Effect of ends restraint on soil shear strength parameters during triaxial testing
    • Ed. by Szczesniak, Warsaw, Poland. Warszawa: Wydawnictwo Politechniki Warszawskiej
    • Dirgeliene, N.; Amšiejus, J.; Stragys, V. 2007. Effect of ends restraint on soil shear strength parameters during triaxial testing, in Polish-Ukrainian-Lithuanian Transactions of Theoretical Foundations of Civil Engineering. Ed. by Szczesniak, 2007, Warsaw, Poland. Warszawa: Wydawnictwo Politechniki Warszawskiej, 151-156.
    • (2007) Polish-Ukrainian-Lithuanian Transactions of Theoretical Foundations of Civil Engineering , pp. 151-156
    • Dirgeliene, N.1    Amšiejus, J.2    Stragys, V.3
  • 4
    • 84869560528 scopus 로고    scopus 로고
    • th International Conference Modern Building Materials, Structures and Techniques: selected papers, 2. Ed. by M. J. Skibniewski, P. Vainiunas, E. K. Zavadskas. May 16-18, 2007, Vilnius, Lithuania. Vilnius: Technika, 1120-1125.
    • th International Conference "Modern Building Materials, Structures and Techniques": selected papers, vol. 2. Ed. by M. J. Skibniewski, P. Vainiunas, E. K. Zavadskas. May 16-18, 2007, Vilnius, Lithuania. Vilnius: Technika, 1120-1125.
  • 5
    • 68249111700 scopus 로고    scopus 로고
    • Head, K. H. 1986. Manual of Soil Laboratory Testing, 3. Effective Stress Tests. London: Pentech Press, 743-1238. ISBN 0-7273-1306-1.
    • Head, K. H. 1986. Manual of Soil Laboratory Testing, vol. 3. Effective Stress Tests. London: Pentech Press, 743-1238. ISBN 0-7273-1306-1.
  • 8
    • 2942545683 scopus 로고    scopus 로고
    • Numerical assessment of the influence of end conditions on constitutive behaviour of geomaterials
    • 741-745. DOI:10.1061/(ASCE) 0733-9399 () 130:6741
    • Jeremic, B.; Yang, Z.; Sture, S. 2004. Numerical assessment of the influence of end conditions on constitutive behaviour of geomaterials, Journal of Engineering Mechanic 130(6):741-745. DOI:10.1061/(ASCE) 0733-9399 (2004) 130:6(741)
    • (2004) Journal of Engineering Mechanic , vol.130 , Issue.6
    • Jeremic, B.1    Yang, Z.2    Sture, S.3
  • 9
    • 58149302508 scopus 로고    scopus 로고
    • Analysis and evaluation of depth of frozen ground affected by road climatic conditions
    • DOI:10.3846/1822-427X.2008.3.226-232
    • Juknevičiutė, L.; Laurinaviǩius, A. 2008. Analysis and evaluation of depth of frozen ground affected by road climatic conditions, The Baltic Journal of Road and Bridge Engineering 3(4):226-232. DOI:10.3846/1822-427X.2008.3.226-232
    • (2008) The Baltic Journal of Road and Bridge Engineering , vol.3 , Issue.4 , pp. 226-232
    • Juknevičiutė, L.1    Laurinaviǩius, A.2
  • 10
    • 0029515776 scopus 로고
    • Softening and preshearing effects in sand
    • Lade, P. V.; Prabucki, M.-J. 1995. Softening and preshearing effects in sand, Soils and Foundations 35(4):93-104.
    • (1995) Soils and Foundations , vol.35 , Issue.4 , pp. 93-104
    • Lade, P.V.1    Prabucki, M.-J.2
  • 11
    • 68249125693 scopus 로고    scopus 로고
    • Lade, P. V..; 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. Ed. by R. T. Donaghe, R. C. Chaney, M. L. Silver. 1988, Philadelphia, USA. Philadelphia: ASTM STP 977, 706-714.
    • Lade, P. V..; 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. Ed. by R. T. Donaghe, R. C. Chaney, M. L. Silver. 1988, Philadelphia, USA. Philadelphia: ASTM STP 977, 706-714.
  • 12
    • 14644414222 scopus 로고    scopus 로고
    • Numerical modeling of nonhomogeneous behavior of structured soils during triaxial tests
    • 5(1):10-23. DOI:10.1061/(ASCE) 1532-3641(2005)5
    • Liyanapathirana, D. S.; Carter, J. P.; Airey, D. W. 2005. Numerical modeling of nonhomogeneous behavior of structured soils during triaxial tests, International Journal of Geomechanics 5(1):10-23. DOI:10.1061/(ASCE) 1532-3641(2005)5:1(10)
    • (2005) International Journal of Geomechanics , vol.1 , Issue.10
    • Liyanapathirana, D.S.1    Carter, J.P.2    Airey, D.W.3
  • 13
    • 68249086428 scopus 로고    scopus 로고
    • Influence of the end friction on the response of triaxial and plane strain clay samples
    • Osaka, Japan, 12-16 September, Rotterdam: Millpress
    • Peric, D.; Su, S. 2005. Influence of the end friction on the response of triaxial and plane strain clay samples, in Proc of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, 12-16 September, 2005. Rotterdam: Millpress, 571-574.
    • (2005) Proc of the 16th International Conference on Soil Mechanics and Geotechnical Engineering , pp. 571-574
    • Peric, D.1    Su, S.2
  • 14
    • 0031406514 scopus 로고    scopus 로고
    • Effects of end restraint and strain rate in triaxial tests
    • DOI:10.1016/S0266-352X(97)00021-9
    • Sheng, D.; Westerberg, B.; Mattsson, H.; Axelsson, K. 1997. Effects of end restraint and strain rate in triaxial tests, Computers and Geotechnics 21(3):163-182. DOI:10.1016/S0266-352X(97)00021-9
    • (1997) Computers and Geotechnics , vol.21 , Issue.3 , pp. 163-182
    • Sheng, D.1    Westerberg, B.2    Mattsson, H.3    Axelsson, K.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.