메뉴 건너뛰기




Volumn 325, Issue , 2008, Pages 433-451

Mitigation of liquefaction potential of silty sands

Author keywords

Cost; Improvement; Liquefaction; Methods; Mitigation; Sands; Silty

Indexed keywords

CLAYEY SOILS; COHESIONLESS SOIL; DEEP DYNAMIC COMPACTIONS; DEEP SOIL MIXING; DYNAMIC DENSIFICATION; EXPLOSIVE COMPACTIONS; FINES CONTENT; IMPROVEMENT; JET GROUTING; LIQUEFACTION POTENTIALS; LIQUEFIED SOILS; METHODS; MITIGATION; OPEN EXCAVATIONS; PERMEATION GROUTING; ROLLER COMPACTED CONCRETES; SILTY; SILTY SANDS; SILTY SOILS; SOIL-CEMENT COLUMN; VIBRO-COMPACTION;

EID: 66449096647     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40962(325)15     Document Type: Conference Paper
Times cited : (30)

References (23)
  • 2
    • 0343856037 scopus 로고
    • ASCE , J.P. Welsh, ed, Geotechnical Special Publication No. 12, 329 pp
    • ASCE (1987). Soil Improvement - A Ten Year Update, J.P. Welsh, ed., Geotechnical Special Publication No. 12, 329 pp.
    • (1987) Soil Improvement - A Ten Year Update
  • 3
    • 66449098236 scopus 로고    scopus 로고
    • ASCE (1997). Ground Improvement, Ground Reinforcement, Ground Treatment: Developments 1987-1997, V. R. Schaefer, ed., GSP No. 69.
    • ASCE (1997). Ground Improvement, Ground Reinforcement, Ground Treatment: Developments 1987-1997, V. R. Schaefer, ed., GSP No. 69.
  • 4
    • 66449114316 scopus 로고    scopus 로고
    • Dise, K., Stevens, M., G., and Von Thun, J.L. (1994), USBR Experiences Using DDC at 3 Dams for Mitigation of Liquefaction Risk, ASCE GSP No.45, 1-23.
    • Dise, K., Stevens, M., G., and Von Thun, J.L. (1994), "USBR Experiences Using DDC at 3 Dams for Mitigation of Liquefaction Risk, ASCE GSP No.45, 1-23.
  • 6
    • 2942694105 scopus 로고    scopus 로고
    • Reisistance of Partly Saturated Sand to Liquefaction with Reference to Longitudinal and Shear Wave Velocities
    • Ishihara, K., Tsukamoto, Y., Nakazawa, H., Kamada, K., and Huang, Y. (2002). "Reisistance of Partly Saturated Sand to Liquefaction with Reference to Longitudinal and Shear Wave Velocities," Soils and Foundations, 42 (6), 93-105.
    • (2002) Soils and Foundations , vol.42 , Issue.6 , pp. 93-105
    • Ishihara, K.1    Tsukamoto, Y.2    Nakazawa, H.3    Kamada, K.4    Huang, Y.5
  • 8
    • 66449085689 scopus 로고    scopus 로고
    • Liquefaction Mitigation of a Silty Dam Foundation Using Vibro-Stone Columns and Drainage Wicks: A Case History at Salmon Lake Dam
    • Bureau of Reclamation
    • Luehring, R., Snortland, N., Stevens, M. and Mejia, L. (2001). Liquefaction Mitigation of a Silty Dam Foundation Using Vibro-Stone Columns and Drainage Wicks: A Case History at Salmon Lake Dam," Bureau of Reclamation Water Operation and Maintenance Bulletin, No. 198, 1-15. http://www.usbr.gov/infrastr/waterbull
    • (2001) Water Operation and Maintenance Bulletin , vol.198 , pp. 1-15
    • Luehring, R.1    Snortland, N.2    Stevens, M.3    Mejia, L.4
  • 10
    • 0016508962 scopus 로고
    • Fundamentals of Liquefaction under Cyclic Loading
    • Martin, G.R., Seed, H.B., and Finn, W.D.L. (1975). "Fundamentals of Liquefaction under Cyclic Loading," J. Geotech. Eng. Div., ASCE, 101 (5), 423-438.
    • (1975) J. Geotech. Eng. Div., ASCE , vol.101 , Issue.5 , pp. 423-438
    • Martin, G.R.1    Seed, H.B.2    Finn, W.D.L.3
  • 13
    • 0006049163 scopus 로고
    • Performance of Improved ground During the Loma Prieta Earthquake
    • Earthquake Engineering Research Center, University of California, Berkeley, 93 pp
    • Mitchell, J.K. and Wentz, F.J. (1991), "Performance of Improved ground During the Loma Prieta Earthquake," Report No. UCB/EERC-91/12, Earthquake Engineering Research Center, University of California, Berkeley, 93 pp.
    • (1991) Report No. UCB/EERC-91/12
    • Mitchell, J.K.1    Wentz, F.J.2
  • 16
    • 0017675108 scopus 로고
    • Characteristics of Penetration Resistance of a Reclaimed Sandy Deposit and Their Change through Vibratory Compaction
    • Saito, A. (1977). "Characteristics of Penetration Resistance of a Reclaimed Sandy Deposit and Their Change through Vibratory Compaction," Soils and Foundations, 17 (4), 32-43.
    • (1977) Soils and Foundations , vol.17 , Issue.4 , pp. 32-43
    • Saito, A.1
  • 17
    • 0017518126 scopus 로고
    • Stabilization of Potentially Liquefiable Sand Deposits Using Gravel Drains
    • Seed, H. B. and Booker, J. R. (1977). "Stabilization of Potentially Liquefiable Sand Deposits Using Gravel Drains," J. Geotech. Eng. Div., ASCE, 103, (GT7), 757-768.
    • (1977) J. Geotech. Eng. Div., ASCE , vol.103 , Issue.GT7 , pp. 757-768
    • Seed, H.B.1    Booker, J.R.2
  • 18
    • 4544295935 scopus 로고    scopus 로고
    • Liquefaction Mitigation in Silty Soils Using Composite Stone Columns and Dynamic Compaction
    • Shenthen, T., Nashed, R., Thevanayagam. S., and Martin, G.R. (2004). "Liquefaction Mitigation in Silty Soils Using Composite Stone Columns and Dynamic Compaction," J. Earthquake Eng. And Eng. Vibrations, 3(1), 39-50.
    • (2004) J. Earthquake Eng. And Eng. Vibrations , vol.3 , Issue.1 , pp. 39-50
    • Shenthen, T.1    Nashed, R.2    Thevanayagam, S.3    Martin, G.R.4
  • 19
    • 66449095664 scopus 로고    scopus 로고
    • Thevanayagm, S. and Jin, W. (2003). Electro-osmotic grouting for liquefaction mitigation in silty soils, Proc. Third Int. Conf. on Grouting and ground Treatment, ASCE GSP No. 128, (2) 1507-1517.
    • Thevanayagm, S. and Jin, W. (2003). "Electro-osmotic grouting for liquefaction mitigation in silty soils," Proc. Third Int. Conf. on Grouting and ground Treatment, ASCE GSP No. 128, (2) 1507-1517.
  • 20
    • 66449117174 scopus 로고    scopus 로고
    • Publication No. ETL 1110-1-185, U.S. Army Corps of Engineers, Engineering Division, Directorate of Civil Works, Washington, DC
    • USACE (1999)."Engineering and Design Guidelines on Ground Improvement for Structures and Facilities," Publication No. ETL 1110-1-185, U.S. Army Corps of Engineers, Engineering Division, Directorate of Civil Works, Washington, DC. http://www. usace. army.mil/inet/usace-docs/eng-tech-ltrs/ et11110-1-185/toc.htm
    • (1999) Engineering and Design Guidelines on Ground Improvement for Structures and Facilities
  • 21
    • 34249040578 scopus 로고    scopus 로고
    • Induced Partial Saturation for Liquefaction Mitigation: Experimental Investigation
    • Yegian, M.K., Eseller-Bayat, E., and Alshawabkeh, A. (2007). "Induced Partial Saturation for Liquefaction Mitigation: Experimental Investigation," Journ. Geotech. and Geoenv. Eng., ASCE, 133(4), 372-380.
    • (2007) Journ. Geotech. and Geoenv. Eng., ASCE , vol.133 , Issue.4 , pp. 372-380
    • Yegian, M.K.1    Eseller-Bayat, E.2    Alshawabkeh, A.3
  • 22
    • 0024739370 scopus 로고
    • Liquefaction Resistance of a Partially Saturated Soil
    • Yoshimi, Y., Yanaka, K., and Tokimatsu, K. (1989). "Liquefaction Resistance of a Partially Saturated Soil," Soils and Foundations, 29(2), 157-162.
    • (1989) Soils and Foundations , vol.29 , Issue.2 , pp. 157-162
    • Yoshimi, Y.1    Yanaka, K.2    Tokimatsu, K.3
  • 23
    • 0035311511 scopus 로고    scopus 로고
    • Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils
    • Youd, T.L., et al. (2001). "Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils," Journ. Geotech. and Geoenvir. Eng, ASCE 127(10), 817-833.
    • (2001) Journ. Geotech. and Geoenvir. Eng, ASCE , vol.127 , Issue.10 , pp. 817-833
    • Youd, T.L.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.