메뉴 건너뛰기




Volumn 132, Issue 1, 2006, Pages 124-127

How reliable is the plasticity index for estimating the liquefaction potential of clayey sands?

Author keywords

Chemical treatment; Clays; Cyclic tests; Liquefaction; Plasticity; Sand

Indexed keywords

CLAY; CYCLIC LOADS; ESTIMATION; LIQUEFACTION; PLASTICITY; SAND; SOIL TESTING;

EID: 31444452536     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:1(124)     Document Type: Article
Times cited : (60)

References (17)
  • 1
    • 31444455432 scopus 로고    scopus 로고
    • Behavior of bentonite-enhanced sands under dynamic loading in a ring shear apparatus
    • " " Proc., 5th Conf. "Sergeevskie chteniya, " Moscow
    • Gratchev, I. B., Sassa, K., and Fukuoka, H. (2003a). "Behavior of bentonite-enhanced sands under dynamic loading in a ring shear apparatus." Proc., 5th Conf. "Sergeevskie chteniya," Moscow, 7-11.
    • (2003) , pp. 7-11
    • Gratchev, I.B.1    Sassa, K.2    Fukuoka, H.3
  • 2
    • 31444439518 scopus 로고    scopus 로고
    • Effect of salt concentration and pH of pore water on liquefaction on clayey sands under dynamic loading in a ring shear apparatus
    • " " Proc., 42nd Annual Conf. of Japan Landslide Society, Toyama, Japan
    • Gratchev, I. B., Sassa, K., and Fukuoka, H. (2003b). "Effect of salt concentration and pH of pore water on liquefaction on clayey sands under dynamic loading in a ring shear apparatus." Proc., 42nd Annual Conf. of Japan Landslide Society, Toyama, Japan, 285-288.
    • (2003) , pp. 285-288
    • Gratchev, I.B.1    Sassa, K.2    Fukuoka, H.3
  • 3
    • 31444434331 scopus 로고    scopus 로고
    • Cyclic behavior of clayey sands under different physico-chemical conditions
    • " " Proc., 9th Int. Symp. on Landslides, Rio de Janeiro, Brazil
    • Gratchev, I. B., Sassa, K., and Fukuoka, H. (2004). "Cyclic behavior of clayey sands under different physico-chemical conditions." Proc., 9th Int. Symp. on Landslides, Rio de Janeiro, Brazil, 701-704.
    • (2004) , pp. 701-704
    • Gratchev, I.B.1    Sassa, K.2    Fukuoka, H.3
  • 4
    • 0032860021 scopus 로고    scopus 로고
    • Liquefaction of silts and silt-clay mixtures
    • " " JGGEFK 1090-0241 10.1061/(ASCE)1090-0241():8(706), (8)
    • Guo, T., and Prakash, S. (1999). "Liquefaction of silts and silt-clay mixtures." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(1999)125:8(706), 125(8), 706-710.
    • (1999) J. Geotech. Geoenviron. Eng. , vol.125 , pp. 706-710
    • Guo, T.1    Prakash, S.2
  • 5
    • 0019260397 scopus 로고
    • Undrained cyclic strength of marine soils
    • " ", (6)
    • Houston, W., and Herrmann, M. (1980). "Undrained cyclic strength of marine soils." J. Soil Mech. Found. Div., 106(6), 691-712.
    • (1980) J. Soil Mech. Found. Div. , vol.106 , pp. 691-712
    • Houston, W.1    Herrmann, M.2
  • 6
    • 0027802377 scopus 로고
    • Liquefaction and flow failure during earthquakes
    • " " GTNQA8 0016-8505, (3)
    • Ishihara, K. (1993). "Liquefaction and flow failure during earthquakes." GeotechniqueGTNQA80016-8505, 43(3), 351-415.
    • (1993) Geotechnique , vol.43 , pp. 351-415
    • Ishihara, K.1
  • 7
    • 31444438972 scopus 로고
    • Fundamentals of soil behavior, Wiley, New York
    • Mitchell, J. K. (1993). Fundamentals of soil behavior, Wiley, New York.
    • (1993)
    • Mitchell, J.K.1
  • 8
    • 0035391160 scopus 로고    scopus 로고
    • Influence of anions on the reological properties of clay mineral dispersions
    • " " ACLSER 0169-1317
    • Penner, D., and Lagaly, G. (2001). "Influence of anions on the reological properties of clay mineral dispersions." Appl. Clay Sci.ACLSER0169-1317, 19, 131-142.
    • (2001) Appl. Clay Sci. , vol.19 , pp. 131-142
    • Penner, D.1    Lagaly, G.2
  • 9
    • 0033504154 scopus 로고    scopus 로고
    • How liquefiable are cohesive soils
    • " " Proc., 2nd Int. Conf. on Earthquake Geotechnical Engineering, Lisboa, Portugal
    • Perlea, V. G., Koester, J. P., and Prakash, S. (1999). "How liquefiable are cohesive soils." Proc., 2nd Int. Conf. on Earthquake Geotechnical Engineering, Lisboa, Portugal, 611-618.
    • (1999) , pp. 611-618
    • Perlea, V.G.1    Koester, J.P.2    Prakash, S.3
  • 10
    • 0027789784 scopus 로고
    • Consistency limits behavior of bentonites exposed to sea water
    • " " MGGEEI 1064-9X
    • Rao, S., Sridharan, A., and Chandrakaran, S. (1993). "Consistency limits behavior of bentonites exposed to sea water." Mar. Geotech.MGGEEI1064-119X, 11, 213-227.
    • (1993) Mar. Geotech. , vol.11 , pp. 213-227
    • Rao, S.1    Sridharan, A.2    Chandrakaran, S.3
  • 11
    • 0022238929 scopus 로고
    • The mechanism of debris flows
    • " " Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering, San Francisco
    • Sassa, K. (1985). "The mechanism of debris flows." Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering, San Francisco, 1173-1176.
    • (1985) , pp. 1173-1176
    • Sassa, K.1
  • 12
    • 0037915574 scopus 로고    scopus 로고
    • Performing undrained shear tests on saturated sands in a new intelligent type of ring-shear apparatus
    • " " GTJODJ 0149-6115, (3)
    • Sassa, K., Fukuoka, H., and Wang, G. (2003). "Performing undrained shear tests on saturated sands in a new intelligent type of ring-shear apparatus." Geotech. Test. J.GTJODJ0149-6115, 26(3), 257-265.
    • (2003) Geotech. Test. J. , vol.26 , pp. 257-265
    • Sassa, K.1    Fukuoka, H.2    Wang, G.3
  • 13
    • 23944433044 scopus 로고    scopus 로고
    • Undrained dynamic loading ring shear apparatus and application for landslide dynamics
    • Sassa, K., Fukuoka, H., Wang, G., and Ishikawa, N. (2004). "Undrained dynamic loading ring shear apparatus and application for landslide dynamics." Landslides, 1(1), 7-21.
    • (2004) Landslides , vol.1
    • Sassa, K.1    Fukuoka, H.2    Wang, G.3    Ishikawa, N.4
  • 14
    • 85024182906 scopus 로고
    • "The sensitivity of clays"
    • Skempton, A. W., and Northey, R. D. (1952). "The sensitivity of clays." Geotechnique, 3(1), 30-53.
    • (1952) Geotechnique , vol.3 , Issue.1
    • Skempton, A.W.1    Northey, R.D.2
  • 15
    • 0001561462 scopus 로고
    • Liquid limit of montmorillonite soils
    • " " GTJODJ 014-6115, (3)
    • Sridharan, A., Rao, S., and Murthy, N. S. (1986). "Liquid limit of montmorillonite soils." Geotech. Test. J.GTJODJ0149-6115, 9(3), 156-159.
    • (1986) Geotech. Test. J. , vol.9 , pp. 156-215
    • Sridharan, A.1    Rao, S.2    Murthy, N.S.3
  • 16
    • 0024165843 scopus 로고
    • Liquid limit of kaolinitic soils
    • " " GTNQA8 0016-8505, (2)
    • Sridharan, A., Rao, S., and Murthy, N. S. (1988). "Liquid limit of kaolinitic soils." GeotechniqueGTNQA80016-8505, 38(2), 191-198.
    • (1988) Geotechnique , vol.38 , pp. 191-198
    • Sridharan, A.1    Rao, S.2    Murthy, N.S.3
  • 17
    • 0012092144 scopus 로고
    • On the role of chemistry in the development and behavior of the sensitive marine clays of Canada and Scandinavia
    • " " CGJOAH 0008-3674
    • Torrance, J. K. (1975). "On the role of chemistry in the development and behavior of the sensitive marine clays of Canada and Scandinavia." Can. Geotech. J.CGJOAH0008-3674, 12, 326-335.
    • (1975) Can. Geotech. , vol.12 , pp. 326-335
    • Torrance, J.K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.