Case history of intermittent treatment by compaction grout piles

Proceedings of the International Offshore and Polar Engineering Conference

Volumn , Issue , 2008, Pages 780-784

  El Kelesh, A M ^a   Matsui, T ^b   Tokida, K ^a  

^a OSAKA UNIVERSITY   (Japan)

^b FUKUI UNIVERSITY OF TECHNOLOGY   (Japan)

Author keywords

Coefficient of earth pressure at rest (K0); Compaction grouting; Intermittent grout pile; Liquefiable soil; Pressuremeter test

Indexed keywords

CONCRETE CONSTRUCTION; GROUTING; MORTAR; PILE FOUNDATIONS; PILES; PRESSURE DISTRIBUTION; RETAINING WALLS; SEALING (CLOSING); SOIL LIQUEFACTION; SOILS; TESTING;

COEFFICIENT OF EARTH PRESSURE AT REST (K0); COMPACTION GROUTING; INTERMITTENT GROUT PILE; LIQUEFIABLE SOIL; PRESSUREMETER TEST;

COMPACTION;

EID: 58449133418     PISSN: 10986189     EISSN: 15551792     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. Baker, WH (1985). "Embankment foundation densification by compaction grouting," Proc Issues in Dam Grouting, WH Baker, ed, ASCE, New York, pp 104-122.
2. Boulanger, RW, and Hayden, RF (1995). "Aspects of compaction grouting of liquefiable soil," J Geotech Eng, ASCE, Vol 121, No 12, pp 844-855.
3. Clarke, BG (1995). Pressuremeters in Geotechnical Design, Chapman & Hall.
4. Ghionna, VN, Jamiolkowski, M, and Lancellotta, R (1982). "Characteristics of saturated clays as obtained from SBP tests," Proc Int Symp Pressuremeter and its Marine Appl, Paris, pp 165-186.
5. MLIT (2002). "Design and construction of the liquefaction prevention measures for the foundation soils of Tokyo International Airport," Final Tech Rep, Port and Airport Dept, Ministry of Land, Infrastructure and Transport, Japan.