Compaction grouting test program for liquefaction control

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 4, 2004, Pages 355-361

  Miller, Eugene A ^a   Roycroft, Glen A ^b  

^a Miller Pacific Engineering Group   (United States)

^b Waste Management Inc   (United States)

Author keywords

California; Case reports; Compaction grouting; Cone penetration tests; Earthquakes; Liquefaction; Soil improvement

Indexed keywords

COMPUTER AIDED ANALYSIS; CONES; EARTHQUAKES; GROUTING; INDUSTRIAL PLANTS; LIQUEFACTION; PRESSURE; RIVERS; SOILS; STRUCTURAL DESIGN;

HOLE SPACING; LATERAL SPACING;

GEOTECHNICAL ENGINEERING;

EARTHQUAKE ENGINEERING; GROUTING; LIQUEFACTION; LOMA PRIETA EARTHQUAKE 1989; SEISMIC DESIGN; SOIL IMPROVEMENT;

HOITA STROBILINA; LOMA;

EID: 1842740175     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:4(355)     Document Type: Article

References (12)

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2. Boulanger, R. W., Mejia, L. H., Harder, L. F., Kanakari, J., and Rice, J. (1993). "Compaction grouting of liquefiable soils at the California Water Operations Center Site." Proc., Symp. on Ground Improvement, Vancouver, British Columbia, Canada.
3. Geo Resource Consultants. (1981). Soil and foundation investigation, bus maintenance, storage, and repair facility, Santa Cruz Metropolitan Transit District, San Francisco, 1-30.
4. Miller, E. A., and Roycroft, G. A. (1991). "Forensic geotechnical investigation of the Santa Cruz Metropolitan Transit District, Maintenance and Operations Facility, Watsonville, California." Rep. No. 194.01, Miller Pacific Engineering Group, San Rafael, Calif., 1-30.
5. Miller, E. A., and Roycroft, G. A. (1993a). "Supplemental geotechnical investigation, Santa Cruz Metropolitan Transit District, Maintenance and Operations Facility, Watsonville, California." Rep. No. 194.02, Miller Pacific Engineering Group, San Rafael, Calif., 1-30.
6. Miller, E. A., and Roycroft, G. A. (1993b). "Report of grout test program, Santa Cruz Metropolitan Transit District, Maintenance and Operations Facility, Watsonville, California." Rep. No. 194.03, Miller Pacific Engineering Group, San Rafael, Calif., 1-29.
7. Mitchell, J. K., and Wentz, F. J., Jr. (1991). "Performance of improved ground during the Loma Prieta Earthquake." Rep. No. UCB/EERC-91/12, Earthquake Engineering Research Center, University of California, Berkeley, Calif.
8. Rogers Johnson Associates. (1993). Geologic Investigation, Santa Cruz Metropolitan Transit District, Maintenance and Operations Facility, Watsonville, Calif., 1-25.
9. Salley, J. R., Foreman, B., Baker, W. H., and Henry, J. F. (1987). "Compaction grouting test program, Pinopolis West Dam." Proc., Symp. on Soil Improvement-A Ten Year Update, ASCE Geotechnical Publication No. 12, ASCE, New York.
10. Seed, H. B., and De Alba, Pedro. (1986). "Use of SPT and CPT tests for evaluating the liquefaction resistance of sands." Use of In-Situ Tests in Geotechnical Engineering, ASCE Geotechnical Special Publication 6, ASCE, New York, 281-302.
11. Seed, H. B., and Idriss, I. M. (1982). Ground motions and soil liquefaction during earthquakes, Monograph Earthquake Engineering Research Institute, Oakland, Calif., 88-96.
12. Seed, H. B., Tokimatsu, K., Harder, L. F., and Chung, R. (1985). "The influence of SPT procedures in soil liquefaction resistance evaluations." J. Geotech. Eng., 111(12), 1425-1445.