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Volumn 38, Issue 4, 1998, Pages 159-172

Mechanical characteristics of sands with different primary properties

Author keywords

Deformation; Mechanical properties; Primary properties; Sand; Strength; Triaxial test (IGC: D6 D3)

Indexed keywords


EID: 24044537389     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.38.4_159     Document Type: Article
Times cited : (71)

References (26)
  • 1
    • 85024189370 scopus 로고
    • The strength of soils as engineering material
    • Bishop, A. W. (1966): "The strength of soils as engineering material," Geotechnique, Vol. 16, No. 2, pp. 91-130.
    • (1966) Geotechnique , vol.16 , Issue.2 , pp. 91-130
    • Bishop, A.W.1
  • 3
    • 0024684365 scopus 로고
    • A liquefaction criterion based on field performances around seismograph sta-tions
    • Iai, S., Tsuchida, H. and Koizumi, K. (1989): "A liquefaction criterion based on field performances around seismograph sta-tions," Soils and Foundations, Vol. 29, No. 2, pp. 52-68.
    • (1989) Soils and Foundations , vol.29 , Issue.2 , pp. 52-68
    • Iai, S.1    Tsuchida, H.2    Koizumi, K.3
  • 4
    • 0017219598 scopus 로고
    • Sand liquefaction through volume decrease potential
    • Ishihara, K. and Watanabe, T. (1976): "Sand liquefaction through volume decrease potential," Soils and Foundations, Vol. 16, No. 4, pp. 61-70.
    • (1976) Soils and Foundations , vol.16 , Issue.4 , pp. 61-70
    • Ishihara, K.1    Watanabe, T.2
  • 5
    • 0027802377 scopus 로고
    • Liquefaction and flow failure during earthquake
    • Ishihara, K. (1993): "Liquefaction and flow failure during earthquake," Geotechnique, Vol. 41, No. 3, pp. 351-415.
    • (1993) Geotechnique , vol.41 , Issue.3 , pp. 351-415
    • Ishihara, K.1
  • 7
    • 0002936216 scopus 로고
    • The measurement of particle shape and its influence in engineering materials
    • Lees, G. (1964a): "The measurement of particle shape and its influence in engineering materials," J. Brit. Granite and Whinestone Federation, Vol. 4, No. 2.
    • (1964) J. Brit. Granite and Whinestone Federation , vol.4 , Issue.2
    • Lees, G.1
  • 8
    • 0003187167 scopus 로고
    • A new method for determining the angularity of particles
    • Lees, G. (1964b): "A new method for determining the angularity of particles," Sedimentology, 3.
    • (1964) Sedimentology , pp. 3
    • Lees, G.1
  • 10
    • 0002121915 scopus 로고    scopus 로고
    • Confining stress dependency of mechanical properties of sands
    • to be published
    • Maeda, K. and Miura, K. (1999a): "Confining stress dependency of mechanical properties of sands," Soils and Foundations (to be published).
    • (1999) Soils and Foundations
    • Maeda, K.1    Miura, K.2
  • 11
    • 24044506081 scopus 로고    scopus 로고
    • Density dependency of mechanical properties of sands
    • to be published
    • Maeda, K. and Miura, K. (1999b): "Density dependency of mechanical properties of sands," Soils and Foundations (to be published).
    • (1999) Soils and Foundations
    • Maeda, K.1    Miura, K.2
  • 12
    • 0003020693 scopus 로고
    • Classification of engineering properties of soils and the significance
    • JGS, in Japanese
    • Mikasa, M. (1964): "Classification of engineering properties of soils and the significance," Tsuchi-to-Kiso, JGS, Vol. 12, No. 4, pp. 17-24 (in Japanese).
    • (1964) Tsuchi-to-Kiso , vol.12 , Issue.4 , pp. 17-24
    • Mikasa, M.1
  • 14
    • 0012186122 scopus 로고    scopus 로고
    • Method of measurement for the angle of repose of sands
    • Miura, K., Maeda, K. and Toki, S. (1997a): "Method of measurement for the angle of repose of sands," Soils and Foundations, Vol. 37, No. 2, pp. 89-96.
    • (1997) Soils and Foundations , vol.37 , Issue.2 , pp. 89-96
    • Miura, K.1    Maeda, K.2    Toki, S.3
  • 15
    • 0002995193 scopus 로고    scopus 로고
    • Physical properties of sands with different primary properties
    • Miura, K., Maeda, K., Furukawa, M. and Toki, S. (1997b): "Physical properties of sands with different primary properties," Soils and Foundations, Vol. 37, No. 3, pp. 53-64.
    • (1997) Soils and Foundations , vol.37 , Issue.3 , pp. 53-64
    • Miura, K.1    Maeda, K.2    Furukawa, M.3    Toki, S.4
  • 16
    • 0020102551 scopus 로고
    • A sample preparation method and its effect on static and cyclic deformation-strength properties of sand
    • Miura, S. and Toki, S. (1982): "A sample preparation method and its effect on static and cyclic deformation-strength properties of sand," Soils and Foundations, Vol. 22, No. 1, pp. 61-77.
    • (1982) Soils and Foundations , vol.22 , Issue.1 , pp. 61-77
    • Miura, S.1    Toki, S.2
  • 17
    • 0012493157 scopus 로고
    • Statistical approach to the mechanics of granular materials
    • Mogami, T. (1965): "Statistical approach to the mechanics of granular materials," Soils and Foundations, Vol. 5, No. 2, pp. 26-36.
    • (1965) Soils and Foundations , vol.5 , Issue.2 , pp. 26-36
    • Mogami, T.1
  • 18
    • 24044552849 scopus 로고
    • An application of Mogami's strength formula to the classification of granular soils
    • Moroto, N. (1982): "An application of Mogami's strength formula to the classification of granular soils," Soils and Foundations, Vol. 22, No. 1, pp. 82-90.
    • (1982) Soils and Foundations , vol.22 , Issue.1 , pp. 82-90
    • Moroto, N.1
  • 19
    • 84930121207 scopus 로고
    • Volume changes in drained triaxial tests on granular materials
    • Newland, P. L. and Allely, B. H. (1957): "Volume changes in drained triaxial tests on granular materials," Geotechnique, Vol. 7, No. 1, pp. 17-36.
    • (1957) Geotechnique , vol.7 , Issue.1 , pp. 17-36
    • Newland, P.L.1    Allely, B.H.2
  • 21
    • 0001427006 scopus 로고
    • Discussion of "The planning and design of the new Hong Kong Air Port"
    • Skempton, A. W. (1957): Discussion of "The planning and design of the new Hong Kong Air Port," Proc. Inst. Civ. Engrg., No. 7, pp. 305-307.
    • (1957) Proc. Inst. Civ. Engrg. , Issue.7 , pp. 305-307
    • Skempton, A.W.1
  • 22
    • 0012921820 scopus 로고
    • For a systematic study of the characters and to their non-permanent characters (structure and moisture content)
    • Spronck, R. (1948): "For a systematic study of the characters and to their non-permanent characters (structure and moisture content)," Proc. 2nd Int. Conf. on SMFE, Vol. 3, pp. 15-18.
    • (1948) Proc. 2nd Int. Conf. on SMFE , vol.3 , pp. 15-18
    • Spronck, R.1
  • 23
    • 0022779896 scopus 로고
    • Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods
    • Tatsuoka, F., Ochi, K., Fujii, S. and Okamoto, M. (1986): "Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods," Soils and Foundations, Vol. 26, No. 3, pp. 23-41.
    • (1986) Soils and Foundations , vol.26 , Issue.3 , pp. 23-41
    • Tatsuoka, F.1    Ochi, K.2    Fujii, S.3    Okamoto, M.4
  • 25
    • 0028015240 scopus 로고
    • The influence of the primary properties on the void ratio and shear characteristics of granular materials
    • III-26, in Japanese
    • Yoshimura, Y. and Ogawa, S. (1994a): "The influence of the primary properties on the void ratio and shear characteristics of granular materials," Proc. of Japanese Society Civil Engineering, No. 487, III-26, pp. 99-108 (in Japanese).
    • (1994) Proc. of Japanese Society Civil Engineering , Issue.487 , pp. 99-108
    • Yoshimura, Y.1    Ogawa, S.2
  • 26
    • 0028121824 scopus 로고
    • The influence of grain shape on isotropic consolidation and shear characteristics of sands
    • III-26, in Japanese
    • Yoshimura, Y. and Ogawa, S. (1994b): "The influence of grain shape on isotropic consolidation and shear characteristics of sands," Proc. of Japanese Society Civil Engineering, No. 487, III-26, pp. 187-196 (in Japanese).
    • (1994) Proc. of Japanese Society Civil Engineering , Issue.487 , pp. 187-196
    • Yoshimura, Y.1    Ogawa, S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.