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Volumn , Issue 61, 1996, Pages 151-165

Effects of stress ratio on behavior of quasi-preconsolidated compacted clay under plane strain compression

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; CLAY; COMPRESSION TESTING; CONSOLIDATION; DEFORMATION; SHEAR STRENGTH; STIFFNESS; STRAIN; STRESS ANALYSIS;

EID: 0030401905     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article
Times cited : (3)

References (18)
  • 1
    • 0027606723 scopus 로고
    • Effect of setting method on the behavior of clays in triaxial compression from saturation to undrained shear
    • Tokyo
    • Ampadu, S. and Tatsuoka, F. (1993) "Effect of setting method on the behavior of clays in triaxial compression from saturation to undrained shear." Soils and Foundations, Tokyo, 33(2), 14-34.
    • (1993) Soils and Foundations , vol.33 , Issue.2 , pp. 14-34
    • Ampadu, S.1    Tatsuoka, F.2
  • 2
    • 7044240823 scopus 로고    scopus 로고
    • Laboratory Compaction Characteristics of Soil Using Standard Effort
    • ASTM D 698. Vol. 04.08
    • ASTM D 698. Laboratory Compaction Characteristics of Soil Using Standard Effort. Annual Book of ASTM Standards, Vol. 04.08.
    • Annual Book of ASTM Standards
  • 3
    • 48249149862 scopus 로고    scopus 로고
    • Standard Test Method for Direct Shear Test of Soils under Consolidated Drained Conditions
    • ASTM D 3080. Vol. 04.08
    • ASTM D 3080. Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. Annual Book of ASTM Standards, Vol. 04.08.
    • Annual Book of ASTM Standards
  • 4
    • 34248679114 scopus 로고    scopus 로고
    • Standard Test Method for Consolidated-Undrained Triaxial Compression Test on Cohesive Soils
    • ASTM D 4767. Vol. 04.08
    • ASTM D 4767. Standard Test Method for Consolidated-Undrained Triaxial Compression Test on Cohesive Soils. Annual Book of ASTM Standards, Vol. 04.08.
    • Annual Book of ASTM Standards
  • 8
    • 0025492043 scopus 로고
    • Theoretical aspects of elastoplastic-viscoplastic bounding surface model for cohesive soils
    • Kaliakin, V.N. and Dafalias, Y.F. (1990). "Theoretical aspects of elastoplastic-viscoplastic bounding surface model for cohesive soils." Soils and Foundations, 30(3), 11-24.
    • (1990) Soils and Foundations , vol.30 , Issue.3 , pp. 11-24
    • Kaliakin, V.N.1    Dafalias, Y.F.2
  • 9
    • 0016079672 scopus 로고
    • New design procedure for stability of soft clays
    • ASCE
    • Ladd, C.C. and Foott, R. (1974). "New design procedure for stability of soft clays." Journal of Geotechnical Engineering, ASCE, 100(7), 763-786.
    • (1974) Journal of Geotechnical Engineering , vol.100 , Issue.7 , pp. 763-786
    • Ladd, C.C.1    Foott, R.2
  • 10
    • 0026143052 scopus 로고
    • Stability evaluation during staged construction
    • ASCE
    • Ladd, C.C. (1991). "Stability evaluation during staged construction." Journal of Geotechnical Engineering, ASCE, 117(4), 540-615.
    • (1991) Journal of Geotechnical Engineering , vol.117 , Issue.4 , pp. 540-615
    • Ladd, C.C.1
  • 14
    • 85018900708 scopus 로고
    • The pore pressure coefficients A and B
    • Skempton, A.W. (1954). "The pore pressure coefficients A and B." Geotechnique, 4, 143-147.
    • (1954) Geotechnique , vol.4 , pp. 143-147
    • Skempton, A.W.1
  • 15
    • 0021391027 scopus 로고
    • Behavior of lubricated layers of platens in element tests
    • Tatsuoka, F., Molenkamp, F., Toni, T., and Hino, T. (1984). "Behavior of lubricated layers of platens in element 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    Toni, T.3    Hino, T.4
  • 16
    • 0008800646 scopus 로고
    • Permanent geosynthetic-reinforced soil retaining walls used for railway embankments in Japan
    • Wu (ed.), Balkema
    • Tatsuoka, F., Murata, O, and Tateyama, M. (1992). "Permanent geosynthetic-reinforced soil retaining walls used for railway embankments in Japan." Geosynthetic-Reinforced Soil Retaining Walls, Wu (ed.), Balkema, 101-130.
    • (1992) Geosynthetic-Reinforced Soil Retaining Walls , pp. 101-130
    • Tatsuoka, F.1    Murata, O.2    Tateyama, M.3
  • 17
    • 0016034729 scopus 로고
    • Triaxial and plane strain behavior of natural clay
    • ASCE
    • Vaid, Y.P. and Campanella, R.G. (1974). "Triaxial and plane strain behavior of natural clay." Journal of Geotechnical Engineering, ASCE, 100(3), 207-224.
    • (1974) Journal of Geotechnical Engineering , vol.100 , Issue.3 , pp. 207-224
    • Vaid, Y.P.1    Campanella, R.G.2
  • 18
    • 0027437036 scopus 로고
    • Evaluation of a constitutive model for overconsolidated clays
    • Whittle, A.J. (1993). "Evaluation of a constitutive model for overconsolidated clays." Geotechnique, 43(2), 289-314.
    • (1993) Geotechnique , vol.43 , Issue.2 , pp. 289-314
    • Whittle, A.J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.