Compaction Grouting Test Program for Liquefaction Control

Author:

Miller Eugene A.1,Roycroft Glen A.2

Affiliation:

1. President, Miller Pacific Engineering Group, 165 North Redwood Dr., Suite 120, San Rafael, CA 94903.

2. Area Engineer, Waste Management Inc., 172 98th Ave., Oakland, CA 94603.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference12 articles.

1. Baez J. I. and Henry J. F. (1987). “Reduction of liquefaction potential by compaction grouting at Pinopolis West Dam SC.” Proc. Geotechnical Practice in Dam Rehabilitation ASCE Geotechnical Special Publication No. 12 ASCE New York.

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.

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