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Volumn , Issue 225 GSP, 2012, Pages 1918-1927

Liquefaction mitigation using microbial induced calcite precipitation

Author keywords

[No Author keywords available]

Indexed keywords

CALCITE CRYSTALS; CALCITE PRECIPITATION; CENTRIFUGE MODELS; EXCESS PORE PRESSURE; GEOTECHNICAL CENTRIFUGES; SHEAR WAVE VELOCITY; SMALL-STRAIN STIFFNESS; SOIL IMPROVEMENT;

EID: 84888328194     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/9780784412121.197     Document Type: Conference Paper
Times cited : (59)

References (11)
  • 2
    • 33751210906 scopus 로고    scopus 로고
    • Microbial induced cementation to control sand response to undrained shear
    • DeJong, J.T., Fritzges, M.B., Nüsslein, K. (2006). "Microbial induced cementation to control sand response to undrained shear". ASCE J. Geotech. Geoenviron. Eng. 132 (11), 1381-1392.
    • (2006) ASCE J. Geotech. Geoenviron. Eng. , vol.132 , Issue.11 , pp. 1381-1392
    • Dejong, J.T.1    Fritzges, M.B.2    Nüsslein, K.3
  • 6
    • 0007499156 scopus 로고
    • Dynamic centrifuge modeling of geotechnical structures
    • National Academy Press, Washington, D.C.
    • Kutter, B. (1992). "Dynamic centrifuge modeling of geotechnical structures." Transportation Research Record 1336, TRB, National Research Council, National Academy Press, Washington, D.C., pp. 24-30.
    • (1992) Transportation Research Record 1336, TRB, National Research Council , pp. 24-30
    • Kutter, B.1
  • 8
  • 11
    • 34547963877 scopus 로고    scopus 로고
    • Microbial carbonate precipitation as a soil improvement technique
    • Whiffin, V.S., van Paassen, L.A., Harkes, M.P. (2007). "Microbial carbonate precipitation as a soil improvement technique." Geomicrobiol. J. 25 (5), 417- 423.
    • (2007) Geomicrobiol. J. , vol.25 , Issue.5 , pp. 417-423
    • Whiffin, V.S.1    Van Paassen, L.A.2    Harkes, M.P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.