Compaction grouting to mitigate liquefaction for a new medical retail building

Geotechnical Special Publication

Volumn , Issue 181, 2008, Pages

  Russell, Mark ^a   Geraci, Jeff ^b   Murray, David ^c  

^a Earth Systems Southern California   (United States)

^b Moore and Taber   (United States)

^c Earth Systems Southern California   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPACTION GROUTING; DIFFERENTIAL SETTLEMENTS; FLOW DATA; FOUNDATION SYSTEMS; GROUND IMPROVEMENT; GROUT INJECTION; LATERAL SPREADING; LIQUEFACTION RESISTANCE; LOS ANGELES; MITIGATION MEASURES; NORTHRIDGE; PARKING STRUCTURE; SEISMIC SHAKING; SOIL DISPLACEMENT; SOIL RESPONSE; SOIL TESTS; STORM DRAINS; STRUCTURAL DAMAGES; TIME PRESSURES; TREATMENT DEPTH;

CIVIL ENGINEERING; COMPACTION; CONCRETE CONSTRUCTION; CONCRETE PIPE; DYNAMICS; EARTHQUAKES; ENGINEERING GEOLOGY; GEOTECHNICAL ENGINEERING; GROUTING; MORTAR; SOIL STRUCTURE INTERACTIONS; SOIL TESTING; SOILS; STORMS;

SOIL LIQUEFACTION;

EID: 84868950106     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40975(318)102     Document Type: Conference Paper

References (14)

1. Brown, D. R. and Warner, J. (1973). "Compaction Grouting". Journal of the Soil Mechanics and Foundation Division 99(SM8): p. 589-601., ASCE.
2. Earth Systems Southern California (2005), Preliminary Geotechnical Engineering Report, Tract 25145, Lots 1 and 2, 19215 to 19231 Victory Boulevard at Tampa Avenue, Reseda, California, PL-05718-01, dated July 22, 2005.
3. Earth Systems Southern California (2006). "Results of Compaction Grouting Report, Tract 25145, Lots 1 and 2, 19215 to 19231 Victory Boulevard at Tampa Avenue, Reseda, California", LA-01035-01, dated October 19, 2006.
4. Geraci, J. (2007). "Time-History Compaction Grouting Data Obtained through Instrumentation", Proc., Geo-Denver 2007: New Peaks in Geotechnics, GSP 168, edited Harold W. Olsen, February 18-21, Denver, Colorado, ASCE, 157-174.
5. Graf, E. D. (1969). "Compaction Grouting Technique and Observations". Journal of the Soil Mechanics and Foundation Division ASCE, 95(SM5), pp. 1151-1158, ASCE
6. Idriss, I.M. and R.W. Boulanger (2004). "Semi-Empirical Procedures for Evaluating Liquefaction Potential During Earthquakes", Invited Paper - 11th SDEE and 3rd ICEGE, Univ. of California, Berkeley, 2004.
7. Ishihara, K. (1985). "Stability of Natural Deposits During Earthquakes", Proceedings of the International Conference on Soil Mechanics and Foundation Engineering.
8. Multidisciplinary Center for Earthquake Engineering Research (MCEER) (2001). "Recommended LRFD Guidelines for the Seismic Design or Highway Bridges", Part II: Commentary and Appendices - Appendix D, Prepared under the MCEER Highway Project, Project 094, Task F3-1, April 9, 2001.
9. Pradel, Daniel (1998). "Procedure to Evaluate Earthquake-Induced Settlements in Dry Sandy Soils", Journal of Geotechnical and Geoenvironmental Engineering, v. 124, n. 4, p. 364-368, with Erratum October 1998.
10. Robertson P.K. and Campanella, R.G. (1985). "Liquefaction Potential of Sands Using the CPT", American Societyof Civil Engineers, Journal ofGeotechnical Engineer, v. 111, n. 3, p. 384-403.
11. Robertson and Wride (1997). "Cyclic Liquefaction and its EvaluationBasedonSPT and CPT", in NCEER Proceedings, 1997, p. 41-48.
12. Tokimatsu, K., and Seed, H. B. (1987). "Evaluation of Settlements in Sands DuetoEarthquake Shaking", Journal of Geotechnical Engineering, American Society of Civil Engineers, v. 113:8, p. 861-878."
13. Youd, T. Leslie, Corbett M. Hansen, and Steven F. Bartlett (2002). "Revised Multilinear Regression Equations for Prediction of Lateral Spread Displacement", Journal of Geotechnical and Geoenvironmental Engineering, Vol. 128, No. 12, December 2002.
14. Youd, T. L., and Idriss, I.M. (1997). "Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils", Salt Lake City, Utah, January 5-6, 1996, NCEER Technical Report NCEER-97-0022, Buffalo, New York.