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Volumn 41, Issue 6, 2001, Pages 25-36

Settlements in fine-grained soils under cyclic loading

Author keywords

Cyclic loading; Excess pore pressure; Fine grained soil; Plasticity index; Safety factor; Settlement (IGC: D7 E8)

Indexed keywords


EID: 2942732233     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.41.6_25     Document Type: Article
Times cited : (26)

References (34)
  • 1
    • 0032004015 scopus 로고    scopus 로고
    • Behaviour of a fine-grained soil during the Loma Prieta earthquake
    • Boulanger, R. W., Meyers, M., Mejia, L. H. and Idriss, I. M. (1998): Behaviour of a fine-grained soil during the Loma Prieta earthquake, Can. Geotech. J., 35, 146-158.
    • (1998) Can. Geotech. J. , vol.35 , pp. 146-158
    • Boulanger, R.W.1    Meyers, M.2    Mejia, L.H.3    Idriss, I.M.4
  • 2
    • 85037307775 scopus 로고
    • Three-dimensional liquefaction analysis of interaction among ground, foundation and structures
    • Technical Research Institute, Shimizu Construction Co. Ltd. (in Japanese)
    • Fukutake, T. (1995): Three-dimensional liquefaction analysis of interaction among ground, foundation and structures, Investigation Report of 1995 Hyogoken-Nanbu Earthquake, Technical Research Institute, Shimizu Construction Co. Ltd. (in Japanese).
    • (1995) Investigation Report of 1995 Hyogoken-Nanbu Earthquake
    • Fukutake, T.1
  • 3
    • 0022080559 scopus 로고
    • A pore pressure and stability model for a silty clay under repeated loading
    • London, England
    • Hyde, A. F. L. and Ward, S. J. (1985): A pore pressure and stability model for a silty clay under repeated loading, Géotechnique, London, England, 35 (2), 113-125.
    • (1985) Géotechnique , vol.35 , Issue.2 , pp. 113-125
    • Hyde, A.F.L.1    Ward, S.J.2
  • 4
    • 0028731195 scopus 로고
    • Undrained cyclic shear behaviour of normally consolidated clay subjected to initial static shear stress
    • Hyodo, M. et al. (1994): Undrained cyclic shear behaviour of normally consolidated clay subjected to initial static shear stress, Soils and Foundations, 34 (4), 1-12.
    • (1994) Soils and Foundations , vol.34 , Issue.4 , pp. 1-12
    • Hyodo, M.1
  • 5
    • 0023419898 scopus 로고
    • A determination procedure of input parameters for elasto-viscoplastic finite element analysis
    • Iizuka, A. and Ohta, H. (1987): A determination procedure of input parameters for elasto-viscoplastic finite element analysis, Soils and Foundations 27 (3), 71-87.
    • (1987) Soils and Foundations , vol.27 , Issue.3 , pp. 71-87
    • Iizuka, A.1    Ohta, H.2
  • 6
    • 85037297648 scopus 로고
    • Shearing deformation of soft ground due to embankment
    • in Japanese
    • Inada, M., Akaishi, M. and Chou, K. (1977): Shearing deformation of soft ground due to embankment, Tsuchi-to-Kiso (J. JSSMFE), 25 (3), 53-56 (in Japanese).
    • (1977) Tsuchi-to-Kiso (J. JSSMFE) , vol.25 , Issue.3 , pp. 53-56
    • Inada, M.1    Akaishi, M.2    Chou, K.3
  • 7
    • 0019061926 scopus 로고
    • One-dimensional soil response analysis during earthquakes based on effective stress method
    • The University of Tokyo (B)
    • Ishihara, K. and Towhata, I. (1980): One-dimensional soil response analysis during earthquakes based on effective stress method, J. of the Faculty of Engrg., The University of Tokyo (B), 655-700.
    • (1980) J. of the Faculty of Engrg. , pp. 655-700
    • Ishihara, K.1    Towhata, I.2
  • 8
    • 85037296870 scopus 로고
    • Reduction in bearing capacity and increase in settlement of a footing due to an upward seepage flow
    • in Japanese
    • Kusakabe, O. and Kawai, N. (1989): Reduction in bearing capacity and increase in settlement of a footing due to an upward seepage flow, J. of JSSMFE (Tsuchi to Kiso), 37 (6) (377), 57-62 (in Japanese).
    • (1989) J. of JSSMFE (Tsuchi to Kiso) , vol.37 , Issue.6-377 , pp. 57-62
    • Kusakabe, O.1    Kawai, N.2
  • 9
    • 0026472497 scopus 로고
    • Slope failures associated with the 1988 Saguenay earthquake, Quebec, Canada
    • Lefebvre, G., Leboeuf, D. and Hornych, P. (1991): Slope failures associated with the 1988 Saguenay earthquake, Quebec, Canada, Can. Geotech. J., 29, 117-130.
    • (1991) Can. Geotech. J. , vol.29 , pp. 117-130
    • Lefebvre, G.1    Leboeuf, D.2    Hornych, P.3
  • 10
    • 24744431964 scopus 로고    scopus 로고
    • Estimation of post-earthquake settlement-time relations of clay layers
    • JSCE, III-39, (in Japanese)
    • Matsuda, H. (1998): Estimation of post-earthquake settlement-time relations of clay layers, J. of Geotech. Engrg., JSCE, (568), III-39, 41-45 (in Japanese).
    • (1998) J. of Geotech. Engrg. , Issue.568 , pp. 41-45
    • Matsuda, H.1
  • 11
    • 0019278834 scopus 로고
    • Cyclic stress-strain history of and shear characteristics of clay
    • ASCE
    • Matsui, T., Ohara, H. and Itou, T. (1980): Cyclic stress-strain history of and shear characteristics of clay, J. Geotech. Engrg. Div., ASCE, 106 (19), 1101-1120.
    • (1980) J. Geotech. Engrg. Div. , vol.106 , Issue.19 , pp. 1101-1120
    • Matsui, T.1    Ohara, H.2    Itou, T.3
  • 12
    • 0026838491 scopus 로고
    • Estimation of shear characteristics degradation and stres-strain relation of saturated clay after cyclic loading
    • Matsui, T., Bahr, M. A. and Abe, N. (1992): Estimation of shear characteristics degradation and stres-strain relation of saturated clay after cyclic loading, Soils and Foundations, 32 (2), 161-172.
    • (1992) Soils and Foundations , vol.32 , Issue.2 , pp. 161-172
    • Matsui, T.1    Bahr, M.A.2    Abe, N.3
  • 14
    • 0016930856 scopus 로고
    • Change in undrained shear strength characteristics of saturated remoulded clay due to swelling
    • J. of Japanese Geotech. Society
    • Mitachi, T. and Kitago, S. (1976): Change in undrained shear strength characteristics of saturated remoulded clay due to swelling, Soils and Foundations, J. of Japanese Geotech. Society, 16 (1), 45-68.
    • (1976) Soils and Foundations , vol.16 , Issue.1 , pp. 45-68
    • Mitachi, T.1    Kitago, S.2
  • 15
    • 11544354526 scopus 로고
    • An experimental study on dynamic properties of peat soils
    • Hokkaido Develop. Bureau, (in Japanese)
    • Noto, S. and Kumagai, M. (1986): An experimental study on dynamic properties of peat soils, Monthly Report of Civil Engrg. Research Institute, Hokkaido Develop. Bureau, (393), 12-21 (in Japanese).
    • (1986) Monthly Report of Civil Engrg. Research Institute , Issue.393 , pp. 12-21
    • Noto, S.1    Kumagai, M.2
  • 16
    • 0024070801 scopus 로고
    • Study on the settlement of saturated clay layer induced by cyclic loads
    • Ohara, S. and Matsuda, H. (1990): Study on the settlement of saturated clay layer induced by cyclic loads, Soils and Foundations, 28 (3), 103-113.
    • (1990) Soils and Foundations , vol.28 , Issue.3 , pp. 103-113
    • Ohara, S.1    Matsuda, H.2
  • 18
    • 0032007718 scopus 로고    scopus 로고
    • Fourth Avenue landslide during 1964 Alaskan earthquake
    • ASCE
    • Stark, T. and Contreas, I. A. (1998): Fourth Avenue landslide during 1964 Alaskan earthquake, J. Geotech. and Geoenvironmental Engrg., ASCE, 124 (2), 99-109.
    • (1998) J. Geotech. and Geoenvironmental Engrg. , vol.124 , Issue.2 , pp. 99-109
    • Stark, T.1    Contreas, I.A.2
  • 19
    • 85037318459 scopus 로고
    • Settlement of soft cohesive ground due to earthquake
    • in Japanese
    • Suzuki, T. (1984): Settlement of soft cohesive ground due to earthquake, Proc. 38th Annual Meeting on JSCE, III, 87-88 (in Japanese).
    • (1984) Proc. 38th Annual Meeting on JSCE , vol.3 , pp. 87-88
    • Suzuki, T.1
  • 20
    • 0002811116 scopus 로고
    • Soil mechanics-property characterization and analysis procedures
    • Wroth, C. P. and Houlsby, G. T. (1985): Soil mechanics-Property characterization and analysis procedures, Proc. 11th ICSMFE, 1, 1-56.
    • (1985) Proc. 11th ICSMFE , vol.1 , pp. 1-56
    • Wroth, C.P.1    Houlsby, G.T.2
  • 21
    • 24044530185 scopus 로고
    • Panel discussion
    • Yamaguchi, H. (1977): Panel Discussion, Proc. 9th ICSMFE, 3, 382-384.
    • (1977) Proc. 9th ICSMFE , vol.3 , pp. 382-384
    • Yamaguchi, H.1
  • 23
    • 85037323164 scopus 로고
    • Clay behaviour under consequtive long-term cyclic loading in direct simple shear tests
    • in Japanese
    • Yasuhara, K. and Andersen, K. H. (1991): Clay behaviour under consequtive long-term cyclic loading in direct simple shear tests, Proc. ASCE, (439/III-17), 9-16 (in Japanese).
    • (1991) Proc. ASCE , Issue.439 III-17 , pp. 9-16
    • Yasuhara, K.1    Andersen, K.H.2
  • 24
    • 0026837503 scopus 로고
    • Effects of cyclic loading on undrained strength and compressibility of clay
    • Yasuhara, K., Hirao, K. and Hyde, A. F. L. (1992): Effects of cyclic loading on undrained strength and compressibility of clay, Soils and Foundations, 32 (1), 100-116.
    • (1992) Soils and Foundations , vol.32 , Issue.1 , pp. 100-116
    • Yasuhara, K.1    Hirao, K.2    Hyde, A.F.L.3
  • 27
    • 0028668674 scopus 로고
    • Post-cyclic undrained strength for cohesive soils
    • ASCE
    • Yasuhara, K. (1994): Post-cyclic undrained strength for cohesive soils, J. Geotech. Engrg., ASCE, 120 (11), 1961-1979.
    • (1994) J. Geotech. Engrg. , vol.120 , Issue.11 , pp. 1961-1979
    • Yasuhara, K.1
  • 29
    • 0031105901 scopus 로고    scopus 로고
    • Method for estimating post-cyclic undrained secant modulus of clays
    • ASCE
    • Yasuhara, K. and Hyde, A. F. L. (1997): Method for estimating post-cyclic undrained secant modulus of clays, J. Geotech. and Geoenvironmental Engrg., ASCE, 123 (3), 204-211.
    • (1997) J. Geotech. and Geoenvironmental Engrg. , vol.123 , Issue.3 , pp. 204-211
    • Yasuhara, K.1    Hyde, A.F.L.2
  • 31
    • 0942282881 scopus 로고    scopus 로고
    • Discussion to "Behaviour of a fine-grained soil during the Loma Prieta earthquake"
    • Boulanger, R. W., Meyers, M. W., Mejia, L. H. and Idriss, I. M. (CGJ, 36: 146-158, 1998)
    • Yasuhara, K. (1999): Discussion to "Behaviour of a fine-grained soil during the Loma Prieta Earthquake" by Boulanger, R. W., Meyers, M. W., Mejia, L. H. and Idriss, I. M. (CGJ, 36: 146-158, 1998), Can. Geotech. J., 36, 582-583.
    • (1999) Can. Geotech. J. , vol.36 , pp. 582-583
    • Yasuhara, K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.